Indiana Historic Bridge Inventory - IN.gov · Indiana Historic Bridge Inventory Volume 2: Listing...

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Indiana Historic Bridge Inventory Volume 2: Listing of Historic and Non-Historic Bridges INDOT CC No. 050108 Report prepared for Indiana Department of Transportation Report prepared by M&H Architecture, Inc. A company February 2009

Transcript of Indiana Historic Bridge Inventory - IN.gov · Indiana Historic Bridge Inventory Volume 2: Listing...

Indiana Historic Bridge Inventory Volume 2: Listing of Historic and Non-Historic Bridges INDOT CC No. 050108 Report prepared for

Indiana Department of Transportation Report prepared by

M&H Architecture, Inc. A company February 2009

Table of Contents

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Table of Contents Page

1. Listing of Historic Bridges .............................................................. 1

2. Listing of Non-Historic Bridge .................................................... 236

Section 1 Listing of Historic Bridges

\\MIND\ENTP\09101-00\06001\tech\final\WPC\080807A_Vol 2.doc 1

1. Listing of Historic Bridges This section includes a list of historic bridges eligible for listing in the National Register. This list includes bridges recommended eligible as part of this inventory project and bridges previously listed, determined eligible, or that are contributing resources within a listed historic district. The list arranges bridges alphabetically by county and numerically by bridge number (state bridges followed by county bridges). Additional identification information includes the NBI number and latitude and longitude coordinates (when available), and bridge subtype (NBI/INDOT code and type). The list includes statements to describe if each bridge is eligible under Criteria A and C. Under each criterion, a bridge may possess significance for multiple rationales as described in the National Register evaluation system.

Section 1. Listing of Historic Bridges

[00541]

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National RegisterXX032Allen NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)Iron thru truss910A

//Feature Carried: WELLS ST Feature Crossed: ST. MARY'S RIVER

00032

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge displays notable ornamentation in the use of decorative portal elements.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible0200022Allen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 14.8 084 58.4Iron thru truss910A

//Feature Carried: VAN ZILE ROAD Feature Crossed: ST. JOSEPH RIVER

00110

Rationale: This bridge displays the use of non-standard decorative railing combined with other aesthetic treatments to provide notable ornamentation.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible0200079Allen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 06.8 085 02.0Reinforced concrete girder

102A//

Feature Carried: TRIER ROAD Feature Crossed: BULLERMAN DITCH

2

Section 1. Listing of Historic Bridges00191

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.Rationale: A bridge carrying intersecting roadways endures live-load forces moving in two directions requiring specially engineered substructures and/or superstructure, resulting in an innovative design.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible0200142Allen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 02.9 085 01.8Reinforced concrete slab101A

//Feature Carried: HARTZELL ROAD Feature Crossed: BENDER DITCH

00236

Rationale: Non-uniform truss webs incorporated into truss bridges to account for extreme skew represent a highly important variation within this bridge type.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible0200172Allen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 55.0 085 19.3Steel pony truss310A

//Feature Carried: SOUTH COUNTY LINE Feature Crossed: REBECCA KNIGHT DRAIN

3

Section 1. Listing of Historic Bridges00242

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: Reinforced concrete stringers, fish-belly floor beams, and/or jack-arch systems used in floor system design represent an unusual variation within this bridge type.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible0200178Allen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 56.7 085 20.1Iron thru truss910A

//Feature Carried: HAMILTON ROAD Feature Crossed: EIGHT MILE CREEK (#)

4

Section 1. Listing of Historic Bridges00268

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge displays notable ornamentation in the use of decorative portal elements.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible0200201Allen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 58.8 085 05.7Iron thru truss910A

//Feature Carried: BOSTICK ROAD Feature Crossed: ST. MARYS RIVER

00277

Rationale: This bridge displays the use of non-standard decorative railing combined with other aesthetic treatments to provide notable ornamentation.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible0200207Allen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 58.7 084 56.4Prestressed concrete box beam-multiple

505//

Feature Carried: MONROEVILLE ROAD Feature Crossed: HOFFMAN DITCH

5

Section 1. Listing of Historic Bridges00290

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: This bridge exhibits the important contributions made by a nationally recognized engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible0200216Allen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 55.8 085 03.3Iron thru truss910A

//Feature Carried: MARION CENTER ROAD Feature Crossed: ST. MARYS RIVER

00525

Rationale: The patented Melan arch system reinforcing represents a highly important design innovation within this bridge type.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible0200261Allen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 05.3 085 08.1Reinforced concrete arch111A

//Feature Carried: FOURTH STREET Feature Crossed: SPY RUN CREEK

00527

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible0200262Allen NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 04.7 085 09.3Reinforced concrete arch111A

//Feature Carried: MAIN STREET Feature Crossed: ST. MARYS RIVER

6

Section 1. Listing of Historic Bridges00529

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible0200264Allen NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 04.9 085 07.9Reinforced concrete arch111A

//Feature Carried: COLUMBIA STREET Feature Crossed: MAUMEE RIVER

00532

Rationale: This bridge displays the use of non-standard decorative railing combined with other aesthetic treatments to provide notable ornamentation.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible0200331Allen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 06.3 085 09.3Reinforced concrete girder

102A//

Feature Carried: FRANKE PARK DRIVE Feature Crossed: SPY RUN CREEK

00537

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible0200267Allen NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 05.1 085 07.3Reinforced concrete arch111A

//Feature Carried: TECUMSEH STREET Feature Crossed: MAUMEE RIVER

00538

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible0200268Allen NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 06.6 085 07.5Reinforced concrete arch - open spandrel

111B//

Feature Carried: PARNELL AVENUE Feature Crossed: ST. JOSEPH RIVER

00539

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible0200269Allen NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 05.4 085 07.7Reinforced concrete arch111A

//Feature Carried: TENNESSEE AVENUE Feature Crossed: ST. JOSEPH RIVER

7

Section 1. Listing of Historic Bridges00546

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible0200273Allen NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 05.8 085 08.6Reinforced concrete girder

102A//

Feature Carried: STATE BOULEVARD Feature Crossed: SPY RUN CREEK

046-03-03782BWBL

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible10340Bartholomew

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 121 85 556Composite continuous steel beam

402D//

Feature Carried: SR 46 WBL Feature Crossed: EAST FORK WHITE RIVER

[00119]

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

EligibleXX034Bartholomew

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)Steel pony truss310A

//Feature Carried: Mill Race People Trail Feature Crossed: Driftwood Overflow

8

Section 1. Listing of Historic Bridges00001

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible0300003Bartholomew

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 07.8 085 41.4Steel pony truss310A

//Feature Carried: 500 SOUTH Feature Crossed: BEAR CREEK

00026

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible0300024Bartholomew

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 14.2 085 45.1Steel thru truss310B

//Feature Carried: 850 EAST Feature Crossed: CLIFTY CREEK

9

Section 1. Listing of Historic Bridges00046

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible0300042Bartholomew

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 15.8 085 42.3Steel thru truss310B

//Feature Carried: 410 NORTH Feature Crossed: CLIFTY CREEK

00047

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

Rationale: This bridge exhibits important contributions made by multiple engineers, designers, fabricators or builders and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible0300043Bartholomew

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 17.5 085 41.8Steel thru truss310B

//Feature Carried: 1150 EAST Feature Crossed: CLIFTY CREEK

10

Section 1. Listing of Historic Bridges00056

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible0300052Bartholomew NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 20.1 085 44.7Reinforced concrete arch111A

//Feature Carried: 900 NORTH Feature Crossed: HAW CREEK

00073

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register0300068Bartholomew NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 19.9 085 51.6Steel thru truss310B

//Feature Carried: 900 NORTH Feature Crossed: FLATROCK RIVER

00130

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible0300121Bartholomew

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 02.4 085 55.0Steel pony truss310A

//Feature Carried: 1100 SOUTH Feature Crossed: EAST FORK WHITE CREEK

00133

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register0300123Bartholomew NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 15.6 085 55.3Steel thru truss310B

//Feature Carried: 400 NORTH Feature Crossed: FLATROCK RIVER

11

Section 1. Listing of Historic Bridges00165

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible0300138Bartholomew

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 13.0 086 01.5Reinforced concrete slab101A

//Feature Carried: 600 WEST Feature Crossed: BRANCH WOLF CREEK

00010

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible0400004Benton NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 41.9 087 25.2Reinforced concrete girder

102A//

Feature Carried: 500 W Feature Crossed: SUGAR CREEK

00037

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.Rationale: Early fabrication and use of rolled metal truss members represents the initial application of an important innovation in metal bridge construction.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible0400024Benton

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 40.7 087 15.8Steel pony truss310A

//Feature Carried: 500 N Feature Crossed: BIG PINE CREEK DITCH

12

Section 1. Listing of Historic Bridges00078

Rationale: Early fabrication and use of rolled metal truss members represents the initial application of an important innovation in metal bridge construction.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible0400042Benton

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 38.3 087 10.8Steel pony truss310A

//Feature Carried: 225 N Feature Crossed: OWENS DITCH

052-06-03138

Rationale: Crossing built for US 52 and represents ISHC's pre-World War II development of the U.S. Highway system.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible19110Boone NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 94 86 357Reinforced concrete arch111A

//Feature Carried: US 52 Feature Crossed: BRUSH CREEK

052-06-03140

Rationale: Crossing built for US 52 and represents ISHC's pre-World War II development of the U.S. Highway system.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible19140Boone NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 65 86 325Reinforced concrete arch111A

//Feature Carried: US 52 Feature Crossed: PRAIRIE CREEK

13

Section 1. Listing of Historic Bridges052-06-03141

Rationale: Crossing built for US 52 and represents ISHC's pre-World War II development of the U.S. Highway system.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible19150Boone NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 56 86 315Reinforced concrete arch111A

//Feature Carried: US 52 Feature Crossed: PRAIRIE CREEK

052-06-03142

Rationale: Crossing built for US 52 and represents ISHC's pre-World War II development of the U.S. Highway system.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible19160Boone NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 47 86 305Reinforced concrete arch111A

//Feature Carried: US 52 Feature Crossed: PRAIRIE CREEK

00018

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible0600011Boone

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 09.0 086 38.9Steel pony truss310A

//Feature Carried: 950 WEST Feature Crossed: GOLDSBERRY CREEK

00032

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible0600022Boone NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 09.2 086 32.2Steel thru truss310B

//Feature Carried: 350 WEST Feature Crossed: SUGAR CREEK

14

Section 1. Listing of Historic Bridges00041

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register0600028Boone NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 10.7 086 26.1Stone arch811

//Feature Carried: 200 EAST Feature Crossed: SUGAR CREEK

00070

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible0600052Boone

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 04.3 086 21.7Reinforced concrete girder

102A//

Feature Carried: 600 EAST Feature Crossed: MOUNTS RUN

00086

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible0600059Boone

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 04.3 086 25.6Simple steel beam302D

//Feature Carried: 250 EAST Feature Crossed: BROWN'S WONDER CREEK

15

Section 1. Listing of Historic Bridges00207

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Metal substructures and caissons, often patented structural elements, provide an important construction feature within this bridge type.

Rationale: This bridge displays notable ornamentation in the use of decorative portal elements.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible0600140Boone

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 58.7 086 16.8Steel thru truss310B

//Feature Carried: O'NEAL ROAD Feature Crossed: BIG EAGLE CREEK

00309

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible0600177Boone NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 03.1 086 28.0Reinforced concrete girder

102A//

Feature Carried: E. FORDICE STREET Feature Crossed: PRAIRIE CREEK

P000-07-07101B

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible60310Brown NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 117 86 130Timber covered bridge710

//Feature Carried: PARK ROAD Feature Crossed: NORTH FORK SALT CREEK

00033

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible0700025Brown NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 11.3 086 17.3Steel pony truss310A

//Feature Carried: GREEN VALLEY ROAD Feature Crossed: NORTH FORK SALT CREEK

16

Section 1. Listing of Historic Bridges00036

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register0700028Brown NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 11.0 086 18.2Steel thru truss310B

//Feature Carried: BOND CEMETERY ROAD Feature Crossed: NORTH FORK SALT CREEK

00042

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible0700031Brown

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 05.5 086 13.7Steel pony truss310A

//Feature Carried: ELKINSVILLE ROAD Feature Crossed: GRAVEL CREEK

00052

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible0700036Brown NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 15.7 086 15.3Timber covered bridge710

//Feature Carried: COVERED BRIDGE RD Feature Crossed: BEAN BLOSSOM CREEK

00127

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible0700075Brown

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 05.9 086 13.2Steel pony truss310A

//Feature Carried: KIRKS FORD ROAD Feature Crossed: MIDDLE FORK SALT CREEK

17

Section 1. Listing of Historic Bridges(421)39-08-01788A

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible32290Carroll NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 350 86 403Reinforced concrete rigid frame

107A//

Feature Carried: NORTH STREET Feature Crossed: US 421

075-08-03486

Rationale: Constructed during World War II by ISHC, eliminating the use of structural steel due to shortage during the war.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion A as it is has a direct and important association with a significant historic program or project at the state or local level. Further, it retains the historic integrity necessary to convey its historical significance.

Eligible24960Carroll NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 265 86 315Unreinforced concrete arch

111C//

Feature Carried: SR 75 Feature Crossed: MIDDLE FK WILDCAT CREEK

075-08-03653B

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible24970Carroll

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 290 86 318Steel thru truss310B

//Feature Carried: SR 75 Feature Crossed: WILDCAT CREEK

18

Section 1. Listing of Historic Bridges218-08-03279

Rationale: Horizontal curved decks represent an important bridge construction technique requiring specially engineered substructures and/or superstructures.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible28910Carroll

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 365 86 317Reinforced concrete arch111A

//Feature Carried: SR 218 Feature Crossed: PAINT CREEK

00002

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible0800001Carroll NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 35.6 086 40.7Stone arch811

//Feature Carried: WASHINGTON ST Feature Crossed: OLD ERIE CANAL

00018

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project

Previously determined eligible0800014Carroll NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 28.1 086 37.0Timber covered bridge710

//Feature Carried: 500 WEST Feature Crossed: WILDCAT CREEK

00039

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register0800030Carroll NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 29.0 086 30.7Timber covered bridge710

//Feature Carried: 50 EAST Feature Crossed: WILDCAT CREEK

00081

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible0800058Carroll NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 36.6 086 29.8Steel pony truss310A

//Feature Carried: 150 EAST Feature Crossed: PAINT CREEK

19

Section 1. Listing of Historic Bridges00087

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible0800064Carroll NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 36.0 086 31.4Steel pony truss310A

//Feature Carried: MERIDIAN ROAD Feature Crossed: DEER CREEK

00121

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register0800093Carroll NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 35.4 086 37.3Steel thru truss310B

//Feature Carried: 300 NORTH Feature Crossed: DEER CREEK

00132

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register0800101Carroll NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 39.0 086 39.5Reinforced concrete arch111A

//Feature Carried: CARROLLTON RD Feature Crossed: WABASH RIVER

00142

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible0800105Carroll NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 41.6 086 34.3Continuous concrete tee beam

204//

Feature Carried: 250 WEST Feature Crossed: WABASH RIVER

00144

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible0800107Carroll NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 41.7 086 33.4Stone arch811

//Feature Carried: 1025 NORTH Feature Crossed: LITTLE ROCK CREEK

00150

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible0800111Carroll NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 35.0 086 41.0Stone arch811

//Feature Carried: BICYCLE BRIDGE RD Feature Crossed: OLD ERIE CANAL

20

Section 1. Listing of Historic Bridges00153

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Reinforced concrete stringers, fish-belly floor beams, and/or jack-arch systems used in floor system design represent an unusual variation within this bridge type.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible0800113Carroll

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 30.6 086 26.7Steel pony truss310A

//Feature Carried: 250 SOUTH Feature Crossed: BACHELOR RUN

00181

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register0800119Carroll NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 42.1 086 34.2Masonry culvert - under fill

819//

Feature Carried: TOWPATH RD Feature Crossed: BURNETTS CREEK

00502

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible0800129Carroll

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 29.4 086 28.6Encased steel beam302A

//Feature Carried: 750 NORTH Feature Crossed: RYAN APPLETON DITCH

(25)24-09-04178A

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6000Cass NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 452 86 224Reinforced concrete arch111A

//Feature Carried: SR 25 Feature Crossed: EEL RIVER

21

Section 1. Listing of Historic Bridges017-09-04177A

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible4410Cass NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 454 86 221Reinforced concrete arch111A

//Feature Carried: SR 17 Feature Crossed: EEL RIVER

025-09-03841

Rationale: Bridge is associated with Dixie Highway and development of the state's transportation system.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible6490Cass NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 461 86 215Reinforced concrete arch111A

//Feature Carried: SR 25 Feature Crossed: HARVEY CREEK

00123

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible0900083Cass NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 44.6 086 13.1Reinforced concrete arch111A

//Feature Carried: CO. RD. 825 EAST Feature Crossed: WABASH RIVER

00203

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible0900137Cass

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 43.7 086 17.5Riveted plate girder - floor beam system

303F//

Feature Carried: CO. RD. 250 SOUTH Feature Crossed: CONRAIL RAILROAD

22

Section 1. Listing of Historic Bridges403-10-01941A

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible32000Clark

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 249 85 444Steel thru truss310B

//Feature Carried: SR 403 Feature Crossed: SILVER CREEK

00063

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible1000053Clark

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 30.4 085 45.5Steel pony truss310A

//Feature Carried: ELROD ROAD Feature Crossed: SILVER CREEK

042-11-03101A

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register15790Clay NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 267 86 597Steel thru truss310B

//Feature Carried: SR 42 Feature Crossed: EEL RIVER

23

Section 1. Listing of Historic Bridges046-11-01313A

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible17020Clay

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 233 87 77Steel pony truss310A

//Feature Carried: SR 46 Feature Crossed: BIRCH CREEK

046-11-01316A

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register17050Clay NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 231 87 13Steel thru truss310B

//Feature Carried: SR 46 Feature Crossed: EEL RIVER

00096

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1100083Clay NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 27.3 087 00.7Reinforced concrete girder

102A//

Feature Carried: CR 500 NORTH Feature Crossed: ILLINOIS CREEK

00122

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1100100Clay NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 23.5 087 13.9Continuous reinforced concrete girder

202A//

Feature Carried: CR 650 WEST Feature Crossed: BIG SLOUGH CREEK

24

Section 1. Listing of Historic Bridges00123

Rationale: Early examples of concrete thru girders constructed with an integrated slab deck illustrates the transition between these two bridge types.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible1100101Clay

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 21.2 087 09.5Reinforced concrete girder

102A//

Feature Carried: CR 250 WEST Feature Crossed: BRANCH OF BIRCH CREEK

00127

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register1100105Clay NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 21.6 087 08.8Steel thru truss310B

//Feature Carried: CR 200 SOUTH Feature Crossed: BIRCH CREEK

00145

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1100122Clay

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 25.0 087 06.6Reinforced concrete slab101A

//Feature Carried: CR 200 NORTH Feature Crossed: BRANCH OF BIRCH CREEK

00208

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register1100175Clay NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 20.2 087 07.0Iron thru truss910A

//Feature Carried: TOWPATH ROAD Feature Crossed: EEL RIVER

25

Section 1. Listing of Historic Bridges00211

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1100176Clay NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 17.1 087 07.0

Rein conc girder (trans girder) floor beam system

103

//

Feature Carried: FIRST STREET Feature Crossed: BRANCH OF CONNELEY DITCH

00301

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1100237Clay

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 35.7 087 09.1Continuous reinforced concrete girder

202A//

Feature Carried: CR 200 WEST Feature Crossed: CONRAIL RAILROAD

00333

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1100242Clay NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 17.0 087 06.8

Reinforced concrete girder

102A

//

Feature Carried: LANKFORD STREET Feature Crossed: BRANCH OF CONNELEY DITCH

(421)39-12-00930

Rationale: Crossing likely built by state for State Route 6 and represents ISHC's early development of the state highway system.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible32220Clinton NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 236 86 353Reinforced concrete arch111A

//Feature Carried: US 421 Feature Crossed: CRIPE RUN

26

Section 1. Listing of Historic Bridges(421)39-12-01792B

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible32200Clinton

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 190 86 328Steel pony truss310A

//Feature Carried: US 421 Feature Crossed: S FORK WILDCAT CREEK

(421)39-12-01793B

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible32210Clinton

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 205 86 339Steel pony truss310A

//Feature Carried: US 421 Feature Crossed: KILMORE CREEK

00036

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1200042Clinton NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 19.6 086 41.1

Reinforced concrete arch111A

//

Feature Carried: 950 W Feature Crossed: SOUTH FORK WILDCAT CREEK

27

Section 1. Listing of Historic Bridges00054

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1200058Clinton

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 19.3 086 33.8

Prestressed concrete I-beam

502

//

Feature Carried: 300 W Feature Crossed: SOUTH FORK WILDCAT CREEK

00055

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1200059Clinton NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 20.1 086 33.2Reinforced concrete arch111A

//Feature Carried: 250 W Feature Crossed: KILMORE CREEK

00060

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1200061Clinton NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 20.5 086 30.4Steel pony truss310A

//Feature Carried: 000 E/W Feature Crossed: KILMORE CREEK

00076

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1200075Clinton

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 20.6 086 17.7Prestressed concrete box beam-multiple

505//

Feature Carried: 400 N Feature Crossed: KILMORE CREEK

28

Section 1. Listing of Historic Bridges00077

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1200076Clinton

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 20.6 086 18.5Prestressed concrete box beam-multiple

505//

Feature Carried: 400 N Feature Crossed: KILMORE CREEK

00116

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1200109Clinton

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 15.7 086 28.9Prestressed concrete box beam-multiple

505//

Feature Carried: 150 S Feature Crossed: MANN DITCH

00131

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1200121Clinton NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 11.1 086 25.5Reinforced concrete arch111A

//Feature Carried: 680 S Feature Crossed: DAVIS DITCH

00138

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1200126Clinton NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 12.5 086 31.5Reinforced concrete slab101A

//Feature Carried: 100 W Feature Crossed: BRUSH CREEK

29

Section 1. Listing of Historic Bridges00195

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1200151Clinton

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 24.5 086 28.1Precast concrete beam - channel beam

122//

Feature Carried: 200 E Feature Crossed: ROBINSON BRANCH

00505

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1200006Clinton NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 16.8 086 30.6Reinforced concrete arch111A

//Feature Carried: EAST WASHINGTON ST Feature Crossed: PRAIRIE CREEK

00508

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

1200009Clinton NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 16.5 086 30.6Reinforced concrete arch111A

//Feature Carried: ARMSTRONG STREET Feature Crossed: PRAIRIE CREEK

00509

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1200001Clinton NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 16.3 086 30.4Reinforced concrete arch111A

//Feature Carried: CLAY STREET Feature Crossed: PRAIRIE CREEK

30

Section 1. Listing of Historic Bridges037-13-01457

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible11860Crawford

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 201 86 279Reinforced concrete slab101A

//Feature Carried: SR 37 Feature Crossed: CAMP FORK CREEK

064-13-03507

Rationale: Constructed during World War II by ISHC, eliminating the use of structural steel due to shortage during the war.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion A as it is has a direct and important association with a significant historic program or project at the state or local level. Further, it retains the historic integrity necessary to convey its historical significance.

Eligible23050Crawford NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 196 86 356Unreinforced concrete arch

111C//

Feature Carried: SR 64 Feature Crossed: LITTLE PATOKA RIVER

00007

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Pinned connections represent a highly unusual variation within Warren and Parker truss construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible1300004Crawford

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 22.6 086 15.6Steel thru truss310B

//Feature Carried: 590N Feature Crossed: BLUE RIVER

31

Section 1. Listing of Historic Bridges00011

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible1300008Crawford

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 22.5 086 21.6Steel pony truss310A

//Feature Carried: BACON HOLLOW RD Feature Crossed: WHISKEY RUN

00025

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1300018Crawford

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 19.0 086 17.4Riveted plate girder302C

//Feature Carried: MILLTOWN RD Feature Crossed: SLICK RUN

00038

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible1300030Crawford

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 13.7 086 19.6Steel pony truss310A

//Feature Carried: DRY RUN RD Feature Crossed: DRY RUN

32

Section 1. Listing of Historic Bridges00039

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Pinned connections represent a highly unusual variation within Warren and Parker truss construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible1300031Crawford

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 16.5 086 16.5Steel thru truss310B

//Feature Carried: ROTHROCKS MILL RD Feature Crossed: BLUE RIVER

00040

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: Pinned connections represent a highly unusual variation within Warren and Parker truss construction.Rationale: Employing multiple thru-truss spans allows significant distances to be achieved, while substantially limiting the amount of substructure construction required, and represents an important variation in the design of the overall structure.

Rationale: This bridge exhibits important contributions made by multiple engineers, designers, fabricators or builders and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible1300032Crawford

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 11.9 086 18.5Iron thru truss910A

//Feature Carried: 650S Feature Crossed: BLUE RIVER

33

Section 1. Listing of Historic Bridges00042

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1300033Crawford NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 07.8 086 25.1Iron thru truss910A

//Feature Carried: ALTON RD Feature Crossed: MILL CREEK

00043

Rationale: Bolted connections represent a highly unusual variation in Thru truss construction.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible1300071Crawford

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 10.0 086 24.9Steel thru truss310B

//Feature Carried: BEECHWOOD RD Feature Crossed: LITTLE BLUE RIVER

00044

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1300035Crawford NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 08.5 086 24.2Steel thru truss310B

//Feature Carried: ARCHIBALD FALLS RD Feature Crossed: LITTLE BLUE RIVER

00045

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1300036Crawford NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 07.3 086 24.8Steel thru truss310B

//Feature Carried: ALTON FREDONIA RD Feature Crossed: LITTLE BLUE RIVER

34

Section 1. Listing of Historic Bridges00091

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1300078Crawford

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 14.3 086 24.5Steel pony truss310A

//Feature Carried: MANSFIELD RD Feature Crossed: TURKEY FORK

00123

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1300067Crawford NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 20.4 086 16.4Steel pony truss310A

//Feature Carried: MAIN STREET Feature Crossed: BLUE RIVER

00129

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.Rationale: Horizontal curved decks represent an important bridge construction technique requiring specially engineered substructures and/or superstructures.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible1300069Crawford

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 20.9 086 17.0Concrete tee beam104

//Feature Carried: MAIN ST Feature Crossed: SOUTHERN RAILROAD

257-14-03017A

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible30960Daviess NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 379 87 78Steel pony truss310A

//Feature Carried: SR 257 Feature Crossed: VEALE CREEK

35

Section 1. Listing of Historic Bridges00183

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1400119Daviess NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 30.1 086 58.6Steel thru truss310B

//Feature Carried: RD 1025 E Feature Crossed: EAST FORK WHITE RIVER

001-15-01683A

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible20Dearborn NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 93 84 527Steel deck truss309

//Feature Carried: SR 1 Feature Crossed: SALT FORK

046-15-01987A

Rationale: Employing multiple thru-truss spans allows significant distances to be achieved, while substantially limiting the amount of substructure construction required, and represents an important variation in the design of the overall structure.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible17540Dearborn

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 168 84 525Steel thru truss310B

//Feature Carried: SR 46 Feature Crossed: WHITEWATER RIVER

046-15-03032

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible17460Dearborn NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 170 85 7Reinforced concrete arch111A

//Feature Carried: SR 46 Feature Crossed: E FORK TANNERS CREEK

36

Section 1. Listing of Historic Bridges050-15-00210A

Rationale: Crossing built for US 50 and represents ISHC's early development of the U.S. Highway system.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible18790Dearborn NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 58 84 517Continuous riveted plate girder

402H//

Feature Carried: US 50 Feature Crossed: TANNERS CR & SERVICE RD

050-15-01232A

Rationale: Crossing built for US 50 and represents ISHC's early development of the U.S. Highway system.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible18780Dearborn NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 46 84 536Reinforced concrete arch - under fill

119B//

Feature Carried: US 50 Feature Crossed: WILSON CREEK

00015

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1500014Dearborn NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 56.2 085 05.9Steel thru truss310B

//Feature Carried: BELLS BRANCH ROAD Feature Crossed: LAUGHERY CREEK

00020

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1500018Dearborn NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 03.0 084 59.6Reinforced concrete arch - under fill

119B//

Feature Carried: CHESTERVILLE ROAD Feature Crossed: ALLEN BRANCH

37

Section 1. Listing of Historic Bridges00024

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1500021Dearborn

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 04.1 085 04.6

Reinforced concrete arch - under fill

119B

//

Feature Carried: COLD SPRING ROAD Feature Crossed: LEE BRANCH/S.HOGAN CREEK

00055

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1500050Dearborn

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 10.2 084 55.9

Steel thru truss310B

//

Feature Carried: COLLIER RIDGE ROAD Feature Crossed: WEST FORK TANNERS CREEK

00077

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1500070Dearborn NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 13.3 085 01.6Rein conc girder (trans girder) floor beam system

103//

Feature Carried: WOLLUING ROAD Feature Crossed: TAYLOR CREEK

00095

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register1500079Dearborn NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 01.5 084 53.2Iron thru truss910A

//Feature Carried: OLD SR 56 Feature Crossed: BRANCH LAUGHERY CREEK

38

Section 1. Listing of Historic Bridges00159

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register1500091Dearborn NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 03.5 084 53.9Iron thru truss910A

//Feature Carried: GEORGE STREET Feature Crossed: HOGAN CREEK

00223

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1500116Dearborn NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 10.2 084 54.5Timber covered bridge710

//Feature Carried: CO. PARK ENTRANCE Feature Crossed: BRANCH TANNERS CREEK

00002

Rationale: Crossing originally built by state for State Route 6 and represents ISHC's early development of the state highway system.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible1600002Decatur NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 23.7 085 33.3Reinforced concrete arch111A

//Feature Carried: 421N Feature Crossed: CLIFTY CREEK

00018

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1600009Decatur NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 26.7 085 33.4Steel thru truss310B

//Feature Carried: 400W Feature Crossed: FLATROCK RIVER

00019

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1600010Decatur NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 25.3 085 34.3Steel thru truss310B

//Feature Carried: 750N Feature Crossed: FLATROCK RIVER

39

Section 1. Listing of Historic Bridges00033

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1600022Decatur

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 25.9 085 33.1Stone arch811

//Feature Carried: 650N Feature Crossed: LITTLE FLATROCK RIVER

00045

Rationale: Stone arch bridges designed with segmental or elliptical arches represent a highly important and unusual variation from the typical Roman (or semicircular) arch.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible1600033Decatur

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 22.2 085 30.0Stone arch811

//Feature Carried: 100W Feature Crossed: MUDDY FORK SAND CREEK

00080

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1600061Decatur

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 19.2 085 17.3Stone arch811

//Feature Carried: 1000E Feature Crossed: SALT CREEK

40

Section 1. Listing of Historic Bridges00089

Rationale: Stone arch bridges designed with segmental or elliptical arches represent a highly important and unusual variation from the typical Roman (or semicircular) arch.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible1600069Decatur

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 17.9 085 26.8Stone arch811

//Feature Carried: 180E Feature Crossed: LOST FORK SAND CREEK

00106

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1600085Decatur

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 12.3 085 25.0

Stone arch811

//

Feature Carried: 820S Feature Crossed: VERNON FORK MUSCATATUCK

00109

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1600088Decatur

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 15.6 085 23.4

Stone arch811

//

Feature Carried: 480E Feature Crossed: VERNON FORK MUSCATATUCK

41

Section 1. Listing of Historic Bridges00114

Rationale: Stone arch bridges designed with segmental or elliptical arches represent a highly important and unusual variation from the typical Roman (or semicircular) arch.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible1600092Decatur

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 17.2 085 31.6Stone arch811

//Feature Carried: 220SW Feature Crossed: MUDDY FORK SAND CREEK

00115

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1600093Decatur NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 15.8 085 32.9Steel thru truss310B

//Feature Carried: 500S Feature Crossed: SAND CREEK

00118

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1600096Decatur

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 18.0 085 31.7Stone arch811

//Feature Carried: 250S Feature Crossed: MUDDY FORK SAND CREEK

42

Section 1. Listing of Historic Bridges00124

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1600101Decatur

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 19.3 085 41.0Stone arch811

//Feature Carried: 100S Feature Crossed: CLIFTY CREEK

00131

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge exhibits the important contributions made by a nationally recognized engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible1600107Decatur

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 18.4 085 41.2Continuous steel girder-floor beam system

403A//

Feature Carried: 200S Feature Crossed: CLIFTY CREEK

00134

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1600110Decatur

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 16.3 085 35.7Stone arch811

//Feature Carried: 600W Feature Crossed: BR FALL FORK CLIFTY CR

43

Section 1. Listing of Historic Bridges00137

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1600113Decatur

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 16.6 085 36.9Stone arch811

//Feature Carried: 700W Feature Crossed: BR FALL FORK CLIFTY CR

00138

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1600114Decatur

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 17.1 085 36.9Stone arch811

//Feature Carried: 700W Feature Crossed: BR FALL FORK CLIFTY CR

00159

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1600133Decatur

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 08.8 085 35.0Stone arch811

//Feature Carried: 1300S Feature Crossed: MILLSTONE CREEK

00162

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register1600201Decatur NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 10.0 085 32.8Timber covered bridge710

//Feature Carried: LAYTON DRIVE Feature Crossed: SAND CREEK

44

Section 1. Listing of Historic Bridges00237

Rationale: Association with Michigan Road, one of Indiana's earliest transportation routes.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1600178Decatur NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 20.0 085 29.0Stone arch811

//Feature Carried: EAST STREET Feature Crossed: GAS CREEK

00003

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register1700004Dekalb NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 16.9 084 54.9Timber covered bridge710

//Feature Carried: MILL ST Feature Crossed: SAINT JOSEPH RIVER

00134

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Pinned connections represent a highly unusual variation within Warren and Parker truss construction.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible1700135Dekalb

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 18.3 084 48.7Steel pony truss310A

//Feature Carried: CR 75 Feature Crossed: CSX RAILROAD

45

Section 1. Listing of Historic Bridges00045

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1800036Delaware NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 18.8 085 18.4Steel thru truss310B

//Feature Carried: RD 850 N Feature Crossed: MISSISSINEWA RIVER

00085

Rationale: This bridge exhibits the important contributions made by a nationally recognized engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible1800070Delaware

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 17.5 085 14.2Steel thru truss310B

//Feature Carried: RD 800 E Feature Crossed: MISSISSINEWA RIVER

00107

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1800089Delaware NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 17.5 085 18.8Steel pony truss310A

//Feature Carried: RD 700 N Feature Crossed: MISSISSINEWA RIVER

46

Section 1. Listing of Historic Bridges00108

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible1800090Delaware

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 06.2 085 28.8Steel pony truss310A

//Feature Carried: RD 500 W Feature Crossed: WILLIAMS CREEK

00130

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1800110Delaware NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 09.0 085 33.2Steel thru truss310B

//Feature Carried: RD 300 S Feature Crossed: WHITE RIVER

00134

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: Metal substructures and caissons, often patented structural elements, provide an important construction feature within this bridge type.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible1800111Delaware

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 10.0 085 31.8Steel thru truss310B

//Feature Carried: ABANDONED RD 750 W Feature Crossed: WHITE RIVER

47

Section 1. Listing of Historic Bridges00161

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1800136Delaware NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 10.1 085 16.3Steel thru truss310B

//Feature Carried: RD 170 S Feature Crossed: WHITE RIVER

00503

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register1800180Delaware NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 11.7 085 23.5Reinforced concrete arch111A

//Feature Carried: MEEK AVENUE Feature Crossed: WHITE RIVER

00701

Rationale: This bridge displays the use of non-standard decorative railing combined with other aesthetic treatments to provide notable ornamentation.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible1800193Delaware

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 17.9 085 14.2Simple steel beam302D

//Feature Carried: WATER STREET Feature Crossed: HALFWAY CREEK

162-19-01925A

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible28400Dubois

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 214 86 536Steel pony truss310A

//Feature Carried: SR 162 Feature Crossed: STRAIGHT RIVER

48

Section 1. Listing of Historic Bridges164-19-03717A

Rationale: Horizontal curved decks represent an important bridge construction technique requiring specially engineered substructures and/or superstructures.

Rationale: This bridge displays the use of non-standard decorative railing combined with other aesthetic treatments to provide notable ornamentation.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible28450Dubois

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 233 86 557Continuous reinforced concrete slab

201A//

Feature Carried: SR 164 Feature Crossed: PATOKA RIVER

00055

Rationale: Crossing built for Main Market No. 4 and represents ISHC's early state highway development.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible1900045Dubois NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 29.3 086 45.4Simple steel beam302D

//Feature Carried: CUZCO ROAD WEST Feature Crossed: DAVIS CREEK

00114

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible1900080Dubois

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 21.8 086 49.7Prestressed concrete box beam-multiple

505//

Feature Carried: SCHNELLVILE ROAD Feature Crossed: HALL CREEK

49

Section 1. Listing of Historic Bridges

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

EligibleXX029Elkhart

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)Stone arch811

//Feature Carried: W. Jefferson Street Feature Crossed: Hydraulic Canal

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

EligibleXX019Elkhart

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)Steel pony truss310A

//Feature Carried: Murray Street Feature Crossed: Hydraulic Canal

033-20-03906A

Rationale: Variable depth is an important innovation in bridge construction to achieve greater span distances than can be achieved with a traditional form.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible10970Elkhart

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 305 85 456Continuous reinforced concrete slab

201A//

Feature Carried: US 33 Feature Crossed: ELKHART RIVER

50

Section 1. Listing of Historic Bridges00303

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible2000113Elkhart

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 26.3 085 53.1Prestressed concrete box beam-multiple

505//

Feature Carried: CO RD 17 Feature Crossed: TURKEY CREEK

00367

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2000197Elkhart NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 41.0 085 58.8Reinforced concrete arch111A

//Feature Carried: LEXINGTON AVENUE Feature Crossed: ST. JOSEPH RIVER

00374

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2000159Elkhart NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 41.1 085 58.1Reinforced concrete arch - open spandrel

111B//

Feature Carried: ELKHART AVENUE Feature Crossed: ELKHART RIVER

00381

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

2000202Elkhart NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 41.5 086 58.5Reinforced concrete arch111A

//Feature Carried: N. MAIN ST Feature Crossed: ST. JOSEPH RIVER

00383

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2000163Elkhart NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 41.6 085 57.9Steel deck truss309

//Feature Carried: JOHNSON STREET Feature Crossed: ST. JOSEPH RIVER

51

Section 1. Listing of Historic Bridges00387

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2000165Elkhart NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 40.6 085 59.4Continuous reinforced concrete girder

202A//

Feature Carried: BRIDGE STREET Feature Crossed: ST. JOSEPH RIVER

00403

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register2000170Elkhart NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 35.6 085 50.9Steel thru truss310B

//Feature Carried: INDIANA AVENUE Feature Crossed: ELKHART RIVER

00408

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2000174Elkhart NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 35.2 085 50.4Reinforced concrete arch111A

//Feature Carried: LINCOLN AVENUE Feature Crossed: ELKHART RIVER

00025

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

Rationale: This bridge displays the use of non-standard decorative railing combined with other aesthetic treatments to provide notable ornamentation.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible2100020Fayette

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 41.2 085 14.2Multiplate arch - under fill319A

//Feature Carried: ROAD 300 NORTH Feature Crossed: WILLIAMS CREEK

52

Section 1. Listing of Historic Bridges00023

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2200022Floyd NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 20.3 085 59.0Steel pony truss310A

//Feature Carried: JOHN PECTOL ROAD Feature Crossed: BIG INDIAN CREEK

00024

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible2200023Floyd

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 20.0 086 00.1Continuous reinforced concrete slab

201A//

Feature Carried: GEORGETOWN-GREENVL Feature Crossed: RICHLAND CREEK

00046

Rationale: Crossing on Dixie Highway demonstrates development of the cross country transportation system.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible2200045Floyd NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 19.5 085 52.6Reinforced concrete arch111A

//Feature Carried: PAOLI PIKE Feature Crossed: LITTLE INDIAN CREEK

00070 Previously determined eligible2200086Floyd NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 17.9 085 47.5Reinforced concrete arch - open spandrel

111B//

Feature Carried: SPRING STREET Feature Crossed: SILVER CREEK

53

Section 1. Listing of Historic Bridges00005

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: Employing multiple thru-truss spans allows significant distances to be achieved, while substantially limiting the amount of substructure construction required, and represents an important variation in the design of the overall structure.Rationale: Reinforced concrete stringers, fish-belly floor beams, and/or jack-arch systems used in floor system design represent an unusual variation within this bridge type.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible2300003Fountain

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 00.6 087 23.1Iron thru truss910A

//Feature Carried: 800 SOUTH Feature Crossed: COAL CREEK

00062

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2300050Fountain NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 05.4 087 12.6Reinforced concrete beam

102B//

Feature Carried: 270 EAST Feature Crossed: EAST FORK OF COAL CREEK

00066

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible2300054Fountain

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 06.3 087 15.6Steel pony truss310A

//Feature Carried: STATE STREET Feature Crossed: COAL CREEK

54

Section 1. Listing of Historic Bridges00097

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Bolted connections represent a highly unusual variation in Thru truss construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible2300075Fountain

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 10.9 087 10.1

Steel thru truss310B

//

Feature Carried: 500 EAST Feature Crossed: NORTH FORK OF COAL CREEK

00104

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Bolted connections represent a highly unusual variation in Thru truss construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible2300081Fountain

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 12.1 087 13.5

Steel thru truss310B

//

Feature Carried: 200 EAST Feature Crossed: NORTH FORK OF COAL CREEK

55

Section 1. Listing of Historic Bridges00113

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible2300088Fountain

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 11.8 087 15.4Steel thru truss310B

//Feature Carried: 30 EAST Feature Crossed: COAL CREEK

00122

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2300096Fountain NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 11.6 087 19.5Reinforced concrete arch111A

//Feature Carried: 450 NORTH Feature Crossed: RATTLESNAKE CREEK

00126

Rationale: Spandrel braced arches represents a highly important method of construction within this bridge type for their efficient use of materials.

Rationale: This bridge exhibits important contributions made by multiple engineers, designers, fabricators or builders and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible2300099Fountain

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 08.9 087 23.3Reinforced concrete arch111A

//Feature Carried: 670 WEST Feature Crossed: MALLORY BRANCH

56

Section 1. Listing of Historic Bridges00131

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: Reinforced concrete stringers, fish-belly floor beams, and/or jack-arch systems used in floor system design represent an unusual variation within this bridge type.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible2300103Fountain

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 08.6 087 14.8Steel thru truss310B

//Feature Carried: 100 NORTH Feature Crossed: COAL CREEK

00139

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2300109Fountain NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 14.6 087 14.8Timber covered bridge710

//Feature Carried: 800 NORTH Feature Crossed: BIG SHAWNEE CREEK

00142

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible2300112Fountain

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 14.7 087 13.1Steel thru truss310B

//Feature Carried: 230 EAST Feature Crossed: BIG SHAWNEE CREEK

57

Section 1. Listing of Historic Bridges00143

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: Reinforced concrete stringers, fish-belly floor beams, and/or jack-arch systems used in floor system design represent an unusual variation within this bridge type.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible2300113Fountain

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 15.1 087 12.1Iron thru truss910A

//Feature Carried: 300 EAST Feature Crossed: BIG SHAWNEE CREEK

00151

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2300118Fountain NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 19.0 087 09.1Reinforced concrete arch111A

//Feature Carried: 1300 NORTH Feature Crossed: OPOSSUM HOLLOW

00169

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2300157Fountain NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 07.6 087 15.0Reinforced concrete beam

102B//

Feature Carried: OLD US 41 Feature Crossed: DRY RUN

58

Section 1. Listing of Historic Bridges00211

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Bolted connections represent a highly unusual variation in Thru truss construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible2300140Fountain

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 59.1 087 09.4Steel thru truss310B

//Feature Carried: WEAVER ROAD Feature Crossed: SUGAR MILL CREEK

(1X)1-24-06625B

Rationale: Metal substructures and caissons, often patented structural elements, provide an important construction feature within this bridge type.Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

Rationale: This bridge exhibits the important contributions made by a nationally recognized engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible516Franklin

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 212 84 566Steel thru truss310B

//Feature Carried: SR 1X Feature Crossed: WHITEWATER RIVER

59

Section 1. Listing of Historic Bridges046-24-03124A

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible17430Franklin NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 186 85 144Reinforced concrete girder

102A//

Feature Carried: SR 46 Feature Crossed: LAUGHERY CREEK

052-24-00825

Rationale: Crossing built for US 52 and represents ISHC's early development of the U.S. Highway system.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible19420Franklin NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 258 85 10Reinforced concrete arch111A

//Feature Carried: US 52 Feature Crossed: BUTLERS RUN

00005

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2400003Franklin NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 28.0 085 16.7Concrete tee beam104

//Feature Carried: CHAPEL ROAD Feature Crossed: S FORK LITTLE SALT CREEK

00025

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible2400015Franklin

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 30.3 085 01.3Concrete tee beam104

//Feature Carried: STONE CHURCH ROAD Feature Crossed: SALT WELL CREEK

60

Section 1. Listing of Historic Bridges00035

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2400020Franklin NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 22.7 085 12.6

Reinforced concrete arch111A

//

Feature Carried: HARVEY BRANCH RD Feature Crossed: BROWN BRANCH SALT CREEK

00041

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible2400025Franklin

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 25.4 085 03.9Concrete tee beam104

//Feature Carried: SNAIL CREEK ROAD Feature Crossed: SNAIL CREEK

00044

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible2400028Franklin

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 25.0 085 04.7Reinforced concrete slab101A

//Feature Carried: SNAIL CREEK ROAD Feature Crossed: SNAIL CREEK

00045

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible2400029Franklin

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 25.0 085 04.9Reinforced concrete slab101A

//Feature Carried: SNAIL CREEK ROAD Feature Crossed: SNAIL CREEK

61

Section 1. Listing of Historic Bridges00048

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2400032Franklin NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 24.5 085 07.2Steel thru truss310B

//Feature Carried: PIPE CREEK ROAD Feature Crossed: PIPE CREEK

00073

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register2400050Franklin NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 20.1 085 16.9Timber covered bridge710

//Feature Carried: ENOCHSBURG ROAD Feature Crossed: SALT CREEK

00078

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible2400053Franklin

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 20.9 085 12.4

Stone arch811

//

Feature Carried: HARVEY BRANCH RD Feature Crossed: HARVEY BRANCH SALT CREEK

00089

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible2400060Franklin

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 19.1 085 00.2Reinforced concrete slab101A

//Feature Carried: HIGHLAND CENTER RD Feature Crossed: EAST FORK BLUE CREEK

62

Section 1. Listing of Historic Bridges00090

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2400061Franklin NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 21.2 084 56.8Reinforced concrete arch111A

//Feature Carried: CAMPGROUND ROAD Feature Crossed: RAMSEY CREEK

00102

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register2400072Franklin NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 19.5 084 51.1

Timber covered bridge710

//

Feature Carried: SNOWHILL ROAD Feature Crossed: JOHNSON FORK WHITEWATER

00163

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2400099Franklin NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 20.3 085 12.5Concrete tee beam104

//Feature Carried: WATER STREET Feature Crossed: HARVEY BRANCH

00091

Rationale: Associated with Dixie Highway and Main Market No. 1 and demonstrates the development of significant transportation route.

This bridge is eligible under Criterion A as it is has a direct and important association with a significant historic program or project at the state or local level. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible2500038Fulton NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 04.7 086 13.0Reinforced concrete arch - under fill

119B//

Feature Carried: MICHIGAN ROAD Feature Crossed: MILL CREEK

63

Section 1. Listing of Historic Bridges041-26-03917E

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.Rationale: Variable depth is an important innovation in bridge construction to achieve greater span distances than can be achieved with a traditional form.Rationale: Cantilevered spans allow greater bridge lengths to be achieved than could be gained with simple-span construction, representing of a highly important innovation in beam bridge construction.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible14560Gibson

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 295 87 339Cont riveted plate girder-floor beam system

403C//

Feature Carried: US 41 Feature Crossed: WHITE RIVER

00047

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2600033Gibson NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 15.5 087 52.8Timber covered bridge710

//Feature Carried: BARNES ROAD Feature Crossed: BIG BAYOU

00068

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2600044Gibson NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 24.0 087 30.1Steel thru truss310B

//Feature Carried: CR 550E Feature Crossed: NEW PAKOTA RIVER

00191

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2600138Gibson NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 14.4 087 54.3Steel thru truss310B

//Feature Carried: CR 1800W Feature Crossed: BIG BAYOU

64

Section 1. Listing of Historic Bridges00313

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible2600229Gibson

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 14.2 087 20.1Steel pony truss310A

//Feature Carried: CORDER ROAD Feature Crossed: SMITH FORK

00398

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2600279Gibson NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 23.5 087 33.0Steel thru truss310B

//Feature Carried: OLD S.R. 65 Feature Crossed: PATOKA RIVER

00401

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible2600282Gibson

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 16.2 087 51.7Steel pony truss310A

//Feature Carried: CR 550S Feature Crossed: BIG BAYOU

65

Section 1. Listing of Historic Bridges00402

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible2600283Gibson

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 12.1 087 43.5Steel pony truss310A

//Feature Carried: ANTIOCH CHURCH RD. Feature Crossed: BLACK RIVER

00514

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2600050Gibson NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 24.7 087 27.4Timber covered bridge710

//Feature Carried: MOORES BRIDGE ROAD Feature Crossed: PATOKA RIVER

00100

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible2700072Grant

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 30.2 085 26.8Prestressed concrete I-beam

502//

Feature Carried: EAST COUNTY LINE Feature Crossed: WALNUT CREEK

00174

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register2700121Grant NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 23.3 085 29.1Timber covered bridge710

//Feature Carried: ROAD 990 EAST Feature Crossed: MISSISSINEWA RIVER

66

Section 1. Listing of Historic Bridges00712

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible2700163Grant

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 33.6 085 39.4Continuous reinforced concrete slab

201A//

Feature Carried: BRANSON STREET Feature Crossed: MISSISSINEWA RIVER

(231)157-28-03525

Rationale: Located on US 231, this bridge was likely built to serve increased traffic on route to the Crane Naval Ammunition Depot.

This bridge is eligible under Criterion A as it is has a direct and important association with a significant historic program or project at the state or local level. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible27860Greene NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 552 86 554Reinforced concrete arch111A

//Feature Carried: US 231 Feature Crossed: DOANS CREEK

(231)157-28-03526

Rationale: Located on US 231, this bridge was likely built to serve increased traffic on route to the Crane Naval Ammunition Depot.

This bridge is eligible under Criterion A as it is has a direct and important association with a significant historic program or project at the state or local level. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible27870Greene NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 555 86 554Reinforced concrete arch - under fill

119B//

Feature Carried: US 231 Feature Crossed: BRANCH DOANS CREEK

67

Section 1. Listing of Historic Bridges(231)157-28-03527

Rationale: Located on US 231, this bridge was likely built to serve increased traffic on route to the Crane Naval Ammunition Depot.

This bridge is eligible under Criterion A as it is has a direct and important association with a significant historic program or project at the state or local level. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible27880Greene NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 569 86 557Reinforced concrete arch - under fill

119B//

Feature Carried: US 231 Feature Crossed: BOGARD CREEK

057-28-00341C

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.Rationale: Employing multiple thru-truss spans allows significant distances to be achieved, while substantially limiting the amount of substructure construction required, and represents an important variation in the design of the overall structure.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible20710Greene

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 558 87 12Steel thru truss310B

//Feature Carried: SR 57 Feature Crossed: WHITE RIVER

057-28-03042D

Rationale: Employing multiple thru-truss spans allows significant distances to be achieved, while substantially limiting the amount of substructure construction required, and represents an important variation in the design of the overall structure.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible20720Greene

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 562 87 11Steel thru truss310B

//Feature Carried: SR 57 Feature Crossed: WHITE RIVER OVERFLOW

68

Section 1. Listing of Historic Bridges00015

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2800009Greene NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 05.6 086 47.4Continuous reinforced concrete slab

201A//

Feature Carried: CO. RD. 490 NORTH Feature Crossed: DRY BRANCH

00021

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible2800014Greene

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 02.6 086 53.5Steel pony truss310A

//Feature Carried: CO. RD. 270 EAST Feature Crossed: RICHLAND CREEK

00024

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible2800016Greene

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 04.8 086 50.8Steel pony truss310A

//Feature Carried: CO. RD. 390 NORTH Feature Crossed: RICHLAND CREEK

00086

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register2800060Greene NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 59.6 086 56.3Timber covered bridge710

//Feature Carried: CO. RD. 25 EAST Feature Crossed: PLUMMER CREEK

69

Section 1. Listing of Historic Bridges00108

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge exhibits important contributions made by multiple engineers, designers, fabricators or builders and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible2800073Greene

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 59.9 086 56.1Steel thru truss310B

//Feature Carried: CO. RD. 175 SOUTH Feature Crossed: RICHLAND CREEK

00110

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible2800074Greene

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 59.6 086 54.8Steel pony truss310A

//Feature Carried: CO. RD. 150 EAST Feature Crossed: PLUMMER CREEK

00188

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2800129Greene NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 01.0 087 12.8Steel thru truss310B

//Feature Carried: CO. RD. 1450 WEST Feature Crossed: BLACK CREEK

70

Section 1. Listing of Historic Bridges00195

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible2800135Greene

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 00.8 087 03.2Steel pony truss310A

//Feature Carried: CO. RD. 600 WEST Feature Crossed: FOUR MILE CREEK

00233

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge exhibits important contributions made by multiple engineers, designers, fabricators or builders and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible2800162Greene

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 58.0 087 07.8Steel thru truss310B

//Feature Carried: CO. RD. 1000 WEST Feature Crossed: BEEHUNTER DITCH

71

Section 1. Listing of Historic Bridges00237

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge exhibits important contributions made by multiple engineers, designers, fabricators or builders and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible2800165Greene

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 00.6 087 06.5Steel pony truss310A

//Feature Carried: CO. RD. 100 SOUTH Feature Crossed: BUCK CREEK

00255

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible2800204Greene

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 06.3 086 41.0

Timber beam702A

//

Feature Carried: CO. RD. 1400 EAST Feature Crossed: INDIANA RAILROAD COMPANY

72

Section 1. Listing of Historic Bridges00260

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Horizontal curved decks represent an important bridge construction technique requiring specially engineered substructures and/or superstructures.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible2800175Greene

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 04.8 086 53.6

Timber beam702A

//

Feature Carried: CO. RD. 390 NORTH Feature Crossed: INDIANA RAILROAD COMPANY

00272

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible2800176Greene

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 03.1 086 55.2

Timber beam702A

//

Feature Carried: CO. RD. 200 NORTH Feature Crossed: INDIANA RAILROAD COMPANY

73

Section 1. Listing of Historic Bridges00311

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

Rationale: This bridge exhibits the important contributions made by a nationally recognized engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible2800190Greene

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 00.4 086 41.1Steel pony truss310A

//Feature Carried: CO. RD. 100 SOUTH Feature Crossed: LITTLE INDIAN CREEK

00023

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible2900021Hamilton

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 03.1 086 13.9Reinforced concrete slab101A

//Feature Carried: JOLIET ROAD Feature Crossed: BRANCH LITTLE EAGLE CRK.

00133

Rationale: This bridge displays notable ornamentation in the use of a rusticated façade.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible2900120Hamilton

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 03.5 085 55.8Continuous reinforced concrete slab

201A//

Feature Carried: 186TH STREET EAST Feature Crossed: STONY CREEK

74

Section 1. Listing of Historic Bridges00151

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2900138Hamilton NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 01.8 085 59.7Cont reinforced concrete slab

201A//

Feature Carried: CUMBERLAND ROAD Feature Crossed: STONY CREEK

040-30-03505

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible13970Hancock NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 472 85 455Reinforced concrete arch111A

//Feature Carried: US 40 Feature Crossed: BRANDYWINE CREEK

00017

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible3000085Hancock

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 55.4 085 40.7Steel thru truss310B

//Feature Carried: CR 675 E Feature Crossed: SUGAR CREEK

00105

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register3000525Hancock NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 42.6 085 38.0Steel thru truss310B

//Feature Carried: CR 900 E Feature Crossed: BIG BLUE RIVER

75

Section 1. Listing of Historic Bridges00050

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.Rationale: Horizontal curved decks represent an important bridge construction technique requiring specially engineered substructures and/or superstructures.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible3100031Harrison

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 01.3 086 12.0Concrete tee beam104

//Feature Carried: RIVER ROAD Feature Crossed: LICK RUN CREEK

00058

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible3100036Harrison NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 10.7 086 11.9Steel thru truss310B

//Feature Carried: VALLEY VIEW ROAD Feature Crossed: INDIAN CREEK

00065

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible3100042Harrison NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 17.4 086 05.7Iron thru truss910A

//Feature Carried: CIRCLE ROAD Feature Crossed: INDIAN CREEK

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligibleXX005Hendricks NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)

Iron thru truss910A

//

Feature Carried: Near Broyles Road, Washington Township Park

Feature Crossed: White Lick Creek

00106

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible3200078Hendricks NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 50.5 086 40.0

Reinforced concrete arch111A

//

Feature Carried: RD 550 N Feature Crossed: W FORK BIG WALNUT CREEK

76

Section 1. Listing of Historic Bridges00143

Rationale: This bridge displays the use of non-standard decorative railing combined with other aesthetic treatments to provide notable ornamentation.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible3200109Hendricks

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 39.5 086 38.6Reinforced concrete arch111A

//Feature Carried: RD 700 S Feature Crossed: BRANCH OF MILL CREEK

00162

Rationale: Horizontal curved decks represent an important bridge construction technique requiring specially engineered substructures and/or superstructures.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible3200121Hendricks

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 45.9 086 31.0Prestressed concrete I-beam

502//

Feature Carried: E COLUMBIA STREET Feature Crossed: W FORK WHITE LICK CREEK

00178

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

3200137Hendricks NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 45.3 086 30.3Steel thru truss310B

//Feature Carried: RD 50 S Feature Crossed: W FORK WHITE LICK CREEK

00227

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible3200173Hendricks NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 40.5 086 20.1Reinforced concrete arch111A

//Feature Carried: RD 600 S Feature Crossed: E FORK WHITE LICK CREEK

77

Section 1. Listing of Historic Bridges00272

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible3200214Hendricks

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 43.6 086 37.4Continuous reinforced concrete girder

202A//

Feature Carried: RD 550 W Feature Crossed: CONRAIL RAILROAD

040-33-03596A

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible14070Henry NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 487 85 137Reinforced concrete arch111A

//Feature Carried: US 40 Feature Crossed: SIMMONS CREEK

00241

Rationale: This bridge displays notable ornamentation in the use dressed stone or ornamental coursing or bonding patterns.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible3300146Henry

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 05.5 085 48.4Multiplate arch - under fill319A

//Feature Carried: 850 N Feature Crossed: FALL CREEK

00902

Rationale: Bridge is associated with Dixie Highway and development of the state's transportation system.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible3300157Henry NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 48.3 085 35.2Concrete tee beam104

//Feature Carried: FIRST STREET Feature Crossed: APPLEBUTTER CREEK

78

Section 1. Listing of Historic Bridges

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligibleXX020Howard NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)

Timber Covered Bridge710

//

Feature Carried: Highland Park, north of Old Ben Dr

Feature Crossed: Kokomo Creek

026-34-03651B

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6840Howard

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 253 85 543Steel pony truss310A

//Feature Carried: SR 26 Feature Crossed: WILDCAT CREEK

00132

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible3400113Howard

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 31.4 086 13.3Reinforced concrete slab101A

//Feature Carried: ROAD 500 WEST Feature Crossed: LITTLE DEER CREEK

79

Section 1. Listing of Historic Bridges00504

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible3400122Howard

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 29.0 086 07.8Prestressed concrete I-beam

502//

Feature Carried: UNION STREET Feature Crossed: WILDCAT CREEK

00506

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible3400124Howard NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 29.0 086 07.6Reinforced concrete arch - open spandrel

111B//

Feature Carried: APPERSON WAY Feature Crossed: WILDCAT CREEK

00508

Rationale: Horizontal curved decks represent an important bridge construction technique requiring specially engineered substructures and/or superstructures.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible3400126Howard

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 28.3 086 08.9Prestressed concrete I-beam

502//

Feature Carried: PARK AVENUE Feature Crossed: KOKOMO CREEK

105-35-05447A

Rationale: Associated with development of Salamonie Reservoir and built to accommodate the reservoir.

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion A as it is has a direct and important association with a significant historic program or project at the state or local level. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible25280Huntington NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 463 85 373Continuous prestressed concrete I-beam

602//

Feature Carried: SR 105 Feature Crossed: SALAMONIE RIVER - RESER.

80

Section 1. Listing of Historic Bridges00019

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible3500015Huntington NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 42.8 085 27.2Steel thru truss310B

//Feature Carried: COUNTY ROAD 800 S Feature Crossed: SALAMONIE RIVER

00113

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible3500074Huntington

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 57.4 085 22.1Steel thru truss310B

//Feature Carried: STATION ROAD Feature Crossed: LITTLE WABASH RIVER

00123

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register3500083Huntington NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 52.7 085 32.6Steel thru truss310B

//Feature Carried: COUNTY ROAD 475 W Feature Crossed: WABASH RIVER

00133

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible3500088Huntington

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 52.8 085 28.3Continuous reinforced concrete girder

202A//

Feature Carried: BROADWAY STREET Feature Crossed: LITTLE WABASH RIVER

81

Section 1. Listing of Historic Bridges00502

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible3500103Huntington NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 52.7 085 29.1Reinforced concrete arch111A

//Feature Carried: BRIANT STREET Feature Crossed: LITTLE WABASH RIVER

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National RegisterXX012Jackson NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)Timber covered bridge710

//Feature Carried: SR 235 Feature Crossed: EAST FORK WHITE RIVER

(11)31A-36-01677E

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.Rationale: Employing multiple thru-truss spans allows significant distances to be achieved, while substantially limiting the amount of substructure construction required, and represents an important variation in the design of the overall structure.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible10250Jackson

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 600 85 535Steel thru truss310B

//Feature Carried: SR 11 Feature Crossed: EAST FORK WHITE RIVER

82

Section 1. Listing of Historic Bridges031-36-01775C

Rationale: Employing multiple thru-truss spans allows significant distances to be achieved, while substantially limiting the amount of substructure construction required, and represents an important variation in the design of the overall structure.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible9210Jackson

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 39 85 500Steel thru truss310B

//Feature Carried: US 31 Feature Crossed: SAND CREEK

[00005]

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligibleXX021Jackson NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)Timber Covered Bridge710

//Feature Carried: Shields Road Feature Crossed: EAST FORK WHITE RIVER

00006

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible3600005Jackson

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 02.4 086 16.7Steel pony truss310A

//Feature Carried: MAUMEE ROAD Feature Crossed: COMBS BRANCH

83

Section 1. Listing of Historic Bridges00154

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible3600099Jackson

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 50.2 085 52.0Steel pony truss310A

//Feature Carried: COUNTY ROAD 300S Feature Crossed: RIDER DITCH

00158

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Metal substructures and caissons, often patented structural elements, provide an important construction feature within this bridge type.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible3600103Jackson

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 46.1 085 55.4Steel thru truss310B

//Feature Carried: COUNTY ROAD 600E Feature Crossed: SMART DITCH

84

Section 1. Listing of Historic Bridges00189

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible3600125Jackson

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 52.6 086 06.7Steel pony truss310A

//Feature Carried: BASE ROAD Feature Crossed: WAYMAN DITCH

00193

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible3600128Jackson NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 51.2 086 06.6Iron thru truss910A

//Feature Carried: COUNTY ROAD 375W Feature Crossed: EAST FORK WHITE RIVER

00194

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible3600129Jackson

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 47.5 086 08.8Continuous steel beam402A

//Feature Carried: COUNTY ROAD 600W Feature Crossed: STUCKWISCH DITCH

00195

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register3600130Jackson NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 45.8 086 08.2Steel thru truss310B

//Feature Carried: COUNTY ROAD 550W Feature Crossed: MUSCATATUCK RIVER

85

Section 1. Listing of Historic Bridges00197

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible3600132Jackson

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 51.7 086 07.9Steel pony truss310A

//Feature Carried: COUNTY ROAD 100S Feature Crossed: MCHARGUE DITCH

00203

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible3600137Jackson NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 46.7 086 13.6Iron thru truss910A

//Feature Carried: COUNTY ROAD 1040W Feature Crossed: EAST FORK WHITE RIVER

049-37-01938B

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible17940Jasper

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 153 87 21Steel thru truss310B

//Feature Carried: SR 49 Feature Crossed: KANKAKEE RIVER

86

Section 1. Listing of Historic Bridges026-38-03430A

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible7040Jay

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 260 84 579Steel thru truss310B

//Feature Carried: SR 26 Feature Crossed: SALAMONIE RIVER

027-38-06182A

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

7350Jay NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 259 84 587Thru reinforced concrete arch

112//

Feature Carried: US 27 Feature Crossed: SALAMONIE RIVER

00008

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible3800190Jay

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 34.1 084 50.9Steel thru truss310B

//Feature Carried: ROAD 700 EAST Feature Crossed: WABASH RIVER

00062

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible3800175Jay NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 29.6 084 49.2Reinforced concrete arch111A

//Feature Carried: ROAD 850 EAST Feature Crossed: LIMBERLOST CREEK

87

Section 1. Listing of Historic BridgesP000-39-02602

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible60360Jefferson NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 453 85 238Reinforced concrete arch111A

//Feature Carried: ENTRANCE Feature Crossed: MADISON RR

P000-39-06876B

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible60290Jefferson NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 448 85 247Reinforced concrete arch - open spandrel

111B//

Feature Carried: PARK ROAD Feature Crossed: LITTLE CROOKED CREEK

P000-39-07097

Rationale: This bridge displays notable ornamentation in the use dressed stone or ornamental coursing or bonding patterns.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible60280Jefferson

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 458 85 254Multiplate arch - under fill319A

//Feature Carried: PARK ROAD Feature Crossed: DEANS BRANCH

00030

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible3900020Jefferson NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 48.7 085 38.3Iron thru truss910A

//Feature Carried: 1350W Feature Crossed: BIG CREEK

88

Section 1. Listing of Historic Bridges00041

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible3900028Jefferson

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 43.6 085 32.3Steel pony truss310A

//Feature Carried: POLK RD. Feature Crossed: LITTLE CREEK

00144

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible3900080Jefferson

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 46.7 085 15.4Steel pony truss310A

//Feature Carried: BR~BURG-MANVILLE Feature Crossed: MOLLYS RUN

050-40-00854

Rationale: Crossing built for US 50 and represents ISHC's early development of the U.S. Highway system.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible18670Jennings NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 591 85 403Reinforced concrete arch - under fill

119B//

Feature Carried: US 50 Feature Crossed: INDIAN CREEK

89

Section 1. Listing of Historic Bridges050-40-00917C

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible18680Jennings NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 5 85 363

Reinforced concrete arch - open spandrel

111B

//

Feature Carried: US 50 Feature Crossed: V FORK MUSCATATUCK RIVER

P000-40-07088

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible60380Jennings NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 577 85 370Steel thru truss310B

//Feature Carried: PARK ROAD Feature Crossed: MUSCATATUCK RIVER

00007

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible4000007Jennings

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 06.9 085 40.8Reinforced concrete girder

102A//

Feature Carried: CO. RD. 900 NORTH Feature Crossed: BEAR CREEK

00008

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4000008Jennings

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 07.6 085 41.1Steel pony truss310A

//Feature Carried: CO. RD. 400 WEST Feature Crossed: BEAR CREEK

90

Section 1. Listing of Historic Bridges00015

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible4000015Jennings

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 02.5 085 44.7Reinforced concrete slab101A

//Feature Carried: CO. RD. 400 NORTH Feature Crossed: MUTTON CREEK

00024

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible4000023Jennings

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 03.9 085 37.6Continuous reinforced concrete slab

201A//

Feature Carried: CO. RD. 75 WEST Feature Crossed: FISH CREEK

00025

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible4000024Jennings NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 05.0 085 43.0Timber covered bridge710

//Feature Carried: CO. RD. 575 WEST Feature Crossed: SAND CREEK

91

Section 1. Listing of Historic Bridges00029

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge exhibits the important contributions made by a nationally recognized engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible4000028Jennings

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 04.8 085 39.6Steel thru truss310B

//Feature Carried: CO. RD. 250 WEST Feature Crossed: SAND CREEK

00034

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible4000032Jennings

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 05.4 085 40.8Reinforced concrete arch - open spandrel

111B//

Feature Carried: CO. RD. 710 NORTH Feature Crossed: RATTAIL CREEK

92

Section 1. Listing of Historic Bridges00040

Rationale: Represents WPA project of Federal Work Relief Program.

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion A as it is has a direct and important association with a significant historic program or project at the state or local level. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible4000038Jennings NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 02.7 085 31.5Stone arch811

//Feature Carried: CO. RD. 475 EAST Feature Crossed: PLEASANT RUN

00050

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible4000048Jennings

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 09.7 085 27.2Iron pony truss910B

//Feature Carried: CO. RD. 1225 NORTH Feature Crossed: FLATROCK CREEK

93

Section 1. Listing of Historic Bridges00055

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible4000053Jennings

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 04.8 085 28.5Stone arch811

//Feature Carried: CO. RD. 750 EAST Feature Crossed: BRUSH CREEK

00064

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible4000059Jennings

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 56.2 085 27.9Steel thru truss310B

//Feature Carried: CO. RD. 800 EAST Feature Crossed: LITTLE GRAHAM CREEK

00076

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible4000069Jennings NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 52.1 085 37.3Cont reinforced concrete arch

211//

Feature Carried: CO. RD. 800 SOUTH Feature Crossed: BIG GRAHAM CREEK

94

Section 1. Listing of Historic Bridges00082

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible4000074Jennings

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 53.9 085 33.0Reinforced concrete girder

102A//

Feature Carried: CO. RD. 600 SOUTH Feature Crossed: BEAR CREEK

00084

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible4000076Jennings NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 53.0 085 33.6Reinforced concrete arch111A

//Feature Carried: CO. RD. 700 SOUTH Feature Crossed: BEAR CREEK

00085

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible4000077Jennings NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 53.6 085 36.9Timber covered bridge710

//Feature Carried: CO. RD. 625 SOUTH Feature Crossed: BIG GRAHAM CREEK

00109

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible4000100Jennings

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 50.4 085 42.8Reinforced concrete arch111A

//Feature Carried: CO. RD. 1000 SOUTH Feature Crossed: SLATE CREEK

95

Section 1. Listing of Historic Bridges00147

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible4000114Jennings

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 00.4 085 44.0Reinforced concrete arch111A

//Feature Carried: CO. RD. 150 NORTH Feature Crossed: STORM CREEK

031-41-03040ASBL

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible9320Johnson NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 214 85 591Reinforced concrete arch111A

//Feature Carried: US 31 SBL Feature Crossed: BIG BLUE RIVER

031-41-03040JANB

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible9310Johnson NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 214 85 591Reinforced concrete arch111A

//Feature Carried: US 31 NBL Feature Crossed: BIG BLUE RIVER

P000-41-07080

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register60270Johnson NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 229 85 599Iron thru truss910A

//Feature Carried: PISGAH ROAD Feature Crossed: SUGAR CREEK

P000-41-07430

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible60500Johnson NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 220 86 40Iron thru truss910A

//Feature Carried: STONE ARCH ROAD Feature Crossed: NINEVAH CREEK

96

Section 1. Listing of Historic Bridges00026

Rationale: Crossing built for Main Market No. 1 and represents ISHC's early state highway development.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible4100021Johnson NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 24.0 085 59.9Reinforced concrete arch111A

//Feature Carried: ROAD 550 EAST Feature Crossed: SUGAR CREEK

00501

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible4100099Johnson NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 28.6 086 02.9Reinforced concrete arch111A

//Feature Carried: SOUTH STREET Feature Crossed: YOUNGS CREEK

00045

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register4200150Knox NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 40.8 087 16.4Steel thru truss310B

//Feature Carried: WASHINGTON ROAD Feature Crossed: WHITE RIVER

00055

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible4200178Knox

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 47.3 087 16.4Steel pony truss310A

//Feature Carried: PIEPER ROAD Feature Crossed: PURDY MARSH

97

Section 1. Listing of Historic Bridges00141

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible4200224Knox

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 52.2 087 20.0Steel pony truss310A

//Feature Carried: WATSON ROAD Feature Crossed: BRANCH OF MARIAH CREEK

00165

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: Metal substructures and caissons, often patented structural elements, provide an important construction feature within this bridge type.Rationale: Employing multiple thru-truss spans allows significant distances to be achieved, while substantially limiting the amount of substructure construction required, and represents an important variation in the design of the overall structure.

Rationale: This bridge exhibits the important contributions made by a nationally recognized engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible4200004Knox

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 53.7 087 29.9Steel thru truss310B

//Feature Carried: OIL FIELD ROAD Feature Crossed: BUSSERON CREEK

98

Section 1. Listing of Historic Bridges00232

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge displays notable ornamentation in the use of decorative portal elements.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible4200098Knox

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 34.3 087 15.3Steel thru truss310B

//Feature Carried: CR 1050S Feature Crossed: LONG POND & WHITE RIVER

00235

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible4200257Knox NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 29.8 087 33.4Steel thru truss310B

//Feature Carried: HAZELTON ROAD Feature Crossed: WHITE RIVER/LOCAL ROAD

00377

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4200147Knox

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 40.9 087 25.3Timber trestle702C

//Feature Carried: OVERHEAD ROAD Feature Crossed: CSX RAILROAD

99

Section 1. Listing of Historic Bridges00392

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4200261Knox

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 30.1 087 33.4

Concrete tee beam104

//

Feature Carried: HAZELTON ROAD Feature Crossed: OVERFLOW TO WHITE RIVER

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligibleXX001Lake NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)Timber covered bridge710

//Feature Carried: interior roadway Feature Crossed: drainage ditch

(12)912-45-02352B

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible33080Lake

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 371 87 260Composite continuous steel beam

402D//

Feature Carried: US 12 & SR 912 Feature Crossed: EJ&E RR, GARY AV & DR

152-45-01031G

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible27660Lake NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 364 87 289Steel thru truss310B

//Feature Carried: SR 152 Feature Crossed: CONRAIL & IHB RR

100

Section 1. Listing of Historic Bridges912-45-06596B

Rationale: Horizontal curved decks represent an important bridge construction technique requiring specially engineered substructures and/or superstructures.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible33035Lake

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 392 87 267Reinforced concrete rigid frame

107A//

Feature Carried: RAMP B Feature Crossed: RAMP B

00002

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible4500002Lake NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 13.1 087 16.5Steel thru truss310B

//Feature Carried: RANGE LINE ROAD Feature Crossed: KANKAKEE RIVER

00243

Rationale: This bridge displays the use of non-standard decorative railing combined with other aesthetic treatments to provide notable ornamentation.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible4500135Lake

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 36.9 087 16.1Reinforced concrete arch111A

//Feature Carried: NORTH LAKE STREET Feature Crossed: GRAND CALUMET RIVER

101

Section 1. Listing of Historic Bridges00245

Rationale: Cantilevered spans allow greater bridge lengths to be achieved than could be gained with simple-span construction, representing of a highly important innovation in beam bridge construction.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4500137Lake

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 34.2 087 30.0Continuous steel beam402A

//Feature Carried: COLUMBIA AVENUE Feature Crossed: LITTLE CALUMET RIVER

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

EligibleXX022LaPorte

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)

Riveted plate girder302C

//

Feature Carried: Near 8th and Dixon, Michigan City

Feature Crossed: Nickelplate RR

102

Section 1. Listing of Historic Bridges00505

Rationale: Bridge is significant for community planning and development and serves as a gateway to the community, including Washington Park and Naval Armory.

Rationale: This bridge exhibits the important contributions made by a nationally recognized engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge displays extensive overall design treatment resulting in outstanding ornamentation and/or architectural treatment.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion A as it is has a direct and important association with a significant historical event or trend at the state or local level. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible4600143LaPorte NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 43.4 086 54.3Bascule bridge - lift bridge

316//

Feature Carried: FRANKLIN STREET Feature Crossed: TRAIL CREEK

050-47-01335

Rationale: Crossing built for US 50 and represents ISHC's early development of the U.S. Highway system.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible18460Lawrence NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 526 86 229

Reinforced concrete arch111A

//

Feature Carried: US 50 Feature Crossed: S FORK LEATHERWOOD CREEK

103

Section 1. Listing of Historic BridgesP000-47-07093

Rationale: Represents federal work relief project- built by CCC.

Rationale: This bridge displays notable ornamentation in the use dressed stone or ornamental coursing or bonding patterns.

This bridge is eligible under Criterion A as it is has a direct and important association with a significant historic program or project at the state or local level. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge possesses artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation; however, it does not retain the historic integrity necessary to convey design significance. As such, it is not eligible under Criterion C.

Eligible60460Lawrence NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 442 86 248Metal pipe arch-round pipe

311//

Feature Carried: PARK ROAD Feature Crossed: SPRING MILL LAKE

00020

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible4700122Lawrence NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 56.2 086 31.9Reinforced concrete arch - open spandrel

111B//

Feature Carried: OLD STATE RD 37 Feature Crossed: GULLETTS CREEK

00052

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: Employing multiple thru-truss spans allows significant distances to be achieved, while substantially limiting the amount of substructure construction required, and represents an important variation in the design of the overall structure.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible4700027Lawrence

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 45.6 086 17.0Steel thru truss310B

//Feature Carried: WASH COUNTY BR RD Feature Crossed: EAST FORK WHITE RIVER

104

Section 1. Listing of Historic Bridges00054

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible4700029Lawrence

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 48.6 086 17.1Steel thru truss310B

//Feature Carried: JASPER MCKEAIGG RD Feature Crossed: GUTHRIE CREEK

00068

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4700042Lawrence

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 58.0 086 22.6Steel pony truss310A

//Feature Carried: HENDERSON CREEK RD Feature Crossed: LITTLE SALT CREEK

00079

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible4700052Lawrence

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 47.1 086 26.3Steel pony truss310A

//Feature Carried: TWIN BRIDGES RD Feature Crossed: BRANCH ROCK LICK CREEK

105

Section 1. Listing of Historic Bridges00080

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible4700053Lawrence NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 47.1 086 26.2Steel pony truss310A

//Feature Carried: TWIN BRIDGES RD Feature Crossed: ROCK LICK BRANCH

00100

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge displays notable ornamentation in the use of decorative portal elements.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible4700125Lawrence

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 51.6 086 31.9Steel thru truss310B

//Feature Carried: OLD STATE RD 158 Feature Crossed: SALT CREEK

00107

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible4700077Lawrence

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 54.5 086 39.3Steel pony truss310A

//Feature Carried: ARMSTRONG STATION Feature Crossed: SPRING CREEK

106

Section 1. Listing of Historic Bridges00128

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register4700096Lawrence NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 47.8 086 39.9Timber covered bridge710

//Feature Carried: HURON WILLIAMS RD Feature Crossed: EAST FORK WHITE RIVER

00139

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Bolted connections represent a highly unusual variation in Thru truss construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4700106Lawrence

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 51.6 086 27.8Steel thru truss310B

//Feature Carried: SADDLE BARN ROAD Feature Crossed: LEATHERWOOD CREEK

00150

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible4700111Lawrence

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 44.6 086 25.2Continuous encased steel beam

402C//

Feature Carried: MILL CREEK RD Feature Crossed: CSX RAILROAD

107

Section 1. Listing of Historic Bridges00172

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible4700114Lawrence

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 51.3 086 28.2Continuous reinforced concrete girder

202A//

Feature Carried: CEMENT PLANT RD Feature Crossed: LEATHERWOOD CREEK

00179

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible4700117Lawrence

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 58.4 086 22.3Steel thru truss310B

//Feature Carried: HUNTERS CREEK RD Feature Crossed: PIKE BRANCH

00197

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible4700137Lawrence NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 55.6 086 22.4Reinforced concrete arch111A

//Feature Carried: JEFFERSON ST Feature Crossed: LEATHERWOOD CREEK

108

Section 1. Listing of Historic Bridges00203

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4700147Lawrence

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 58.0 086 39.7

Encased steel beam302A

//

Feature Carried: POPCORN CHURCH RD Feature Crossed: BRANCH OF POPCORN CREEK

00087

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4800077Madison

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 12.5 085 38.1Steel pony truss310A

//Feature Carried: RD 700 N Feature Crossed: LITTLE KILLBUCK CREEK

00097

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible4800086Madison NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 10.3 085 36.2Steel thru truss310B

//Feature Carried: RD 450 N Feature Crossed: KILLBUCK CREEK

109

Section 1. Listing of Historic Bridges00123

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4800107Madison

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 08.0 085 47.2Continuous reinforced concrete girder

202A//

Feature Carried: RD 600 W Feature Crossed: WHITE RIVER

00136

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible4800117Madison NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 57.2 085 48.9Reinforced concrete arch111A

//Feature Carried: RD 750 W Feature Crossed: LICK CREEK

00149

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible4800129Madison NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 00.5 085 44.1Steel thru truss310B

//Feature Carried: HUNTSVILLE PIKE Feature Crossed: FALL CREEK

00170

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible4800145Madison NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 01.1 085 38.8Steel pony truss310A

//Feature Carried: OLD RD 600 S Feature Crossed: FALL CREEK

00509

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible4800185Madison NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 07.0 085 40.8Reinforced concrete arch111A

//Feature Carried: JACKSON STREET Feature Crossed: WHITE R. & KILLBUCK CR.

110

Section 1. Listing of Historic BridgesP000-49-07961

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible60563Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 498 86 83Reinforced concrete rigid frame

107A//

Feature Carried: TRACK OF CHAMPIONS Feature Crossed: WEST TUNNEL

P000-49-07962

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible60565Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 498 86 78Reinforced concrete rigid frame

107A//

Feature Carried: TRACK OF CHAMPIONS Feature Crossed: EAST TUNNEL

P000-49-BV600

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

60590Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 519 86 9Reinforced concrete arch111A

//Feature Carried: KENT AVENUE Feature Crossed: EAST FORK SCHOEN CREEK

P000-49-BV800

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible60595Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 521 86 43Reinforced concrete arch111A

//Feature Carried: SHAFTER ROAD Feature Crossed: LAWRENCE CREEK

111

Section 1. Listing of Historic Bridges0310L

Rationale: Associated with the Michigan Road, one of Indiana's early transportation routes.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible4900018Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 53.4 086 12.5Reinforced concrete arch - under fill

119B//

Feature Carried: 76TH STREET Feature Crossed: CROOKED CREEK

0409F

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4900491Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 53.5 086 07.3Continuous reinforced concrete girder

202A//

Feature Carried: KEYSTONE AVENUE Feature Crossed: WHITE RIVER

0501F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register4900027Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 54.6 086 06.3Steel thru truss310B

//Feature Carried: 82ND STREET EB Feature Crossed: WHITE RIVER

0910L

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible4900050Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 51.9 086 14.8Reinforced concrete arch111A

//Feature Carried: HOLLINGSWORTH ROAD Feature Crossed: LITTLE EAGLE CREEK

112

Section 1. Listing of Historic Bridges1007F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900059Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 51.3 086 11.8Reinforced concrete arch111A

//Feature Carried: KESSLER BLVD W DR Feature Crossed: CROOKED CREEK

1104F

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4900071Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 51.7 086 09.7Continuous reinforced concrete girder

202A//

Feature Carried: KESSLER BLVD W DR Feature Crossed: WHITE RIVER

113

Section 1. Listing of Historic Bridges1109L

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: The patented Melan arch system reinforcing represents a highly important design innovation within this bridge type.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge displays the use of non-standard decorative railing combined with other aesthetic treatments to provide notable ornamentation.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible4900076Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 52.3 086 08.5Reinforced concrete arch111A

//Feature Carried: GUILFORD AVENUE Feature Crossed: I.W.C. CANAL

1111L

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible4900078Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 51.3 086 09.6Reinforced concrete arch111A

//Feature Carried: ILLINOIS STREET Feature Crossed: I.W.C. CANAL

1123F

Rationale: This bridge exhibits important contributions made by multiple engineers, designers, fabricators or builders and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible4900638Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 51.5 086 09.4Reinforced concrete arch111A

//Feature Carried: MERIDIAN STREET Feature Crossed: I.W.C. CANAL

114

Section 1. Listing of Historic Bridges1202F

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4900497Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 51.3 086 04.9Continuous reinforced concrete girder

202A//

Feature Carried: 56TH STREET WB Feature Crossed: FALL CREEK

1303F

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4900088Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 52.1 086 02.3Continuous reinforced concrete girder

202A//

Feature Carried: SHAFTER AVENUE Feature Crossed: FALL CREEK

1501F

Rationale: Horizontal curved decks represent an important bridge construction technique requiring specially engineered substructures and/or superstructures.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4900100Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 48.8 086 18.2Prestressed concrete box beam-multiple

505//

Feature Carried: DANDY TRAIL Feature Crossed: EAGLE CREEK

115

Section 1. Listing of Historic Bridges1615F

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4900116Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 48.9 086 13.6Simple steel beam302D

//Feature Carried: LAFAYETTE ROAD Feature Crossed: CONRAIL

1705F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900125Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 48.6 086 11.7Reinforced concrete arch111A

//Feature Carried: 30TH STREET Feature Crossed: WHITE RIVER

1715F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900135Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 49.1 086 12.0Reinforced concrete arch111A

//Feature Carried: COLD SPRING ROAD Feature Crossed: CROOKED CREEK

1801F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900140Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 49.5 086 07.8Reinforced concrete arch111A

//Feature Carried: 38TH STREET Feature Crossed: FALL CREEK

116

Section 1. Listing of Historic Bridges1803F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900142Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 48.4 086 08.7Stone arch811

//Feature Carried: COLLEGE AVENUE Feature Crossed: FALL CREEK

1804F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900143Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 48.3 086 09.0Stone arch811

//Feature Carried: CENTRAL AVENUE Feature Crossed: FALL CREEK

1805F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900144Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 48.3 086 09.2Reinforced concrete arch111A

//Feature Carried: DELAWARE STREET Feature Crossed: FALL CREEK

1807F

Rationale: Represents larger federal project including bridge and drainage structure.

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion A as it is has a direct and important association with a significant historic program or project at the state or local level. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4900146Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 50.0 086 07.3Reinforced concrete girder

102A//

Feature Carried: KEYSTONE AVENUE Feature Crossed: FALL CREEK OVERFLOW

1808L

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900147Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 49.6 086 07.8Reinforced concrete arch111A

//Feature Carried: 39TH STREET Feature Crossed: FALL CREEK

117

Section 1. Listing of Historic Bridges1809F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900633Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 48.2 086 09.4Reinforced concrete arch111A

//Feature Carried: MERIDIAN STREET Feature Crossed: FALL CREEK

2308F

Rationale: Variable depth is an important innovation in bridge construction to achieve greater span distances than can be achieved with a traditional form.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4900192Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 46.4 086 14.1Continuous reinforced concrete girder

202A//

Feature Carried: GASOLINE ALLEY Feature Crossed: BIG EAGLE CREEK

2406F

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4900205Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 46.5 086 11.3Composite continuous steel beam

402D//

Feature Carried: MICHIGAN STREET Feature Crossed: WHITE RIVER

2407F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900206Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 47.3 086 10.7Reinforced concrete arch111A

//Feature Carried: 16TH STREET Feature Crossed: FALL CREEK

118

Section 1. Listing of Historic Bridges2408F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900207Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 47.3 086 11.8Reinforced concrete arch111A

//Feature Carried: 16TH STREET Feature Crossed: WHITE RIVER

2410F

Rationale: Bridge is associated with Dixie Highway and development of the state's transportation system.

Rationale: National Resource Management program project and example of federal work relief efforts.

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.Rationale: A bridge carrying intersecting roadways endures live-load forces moving in two directions requiring specially engineered substructures and/or superstructure, resulting in an innovative design.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge is eligible under Criterion A as it is has a direct and important association with a significant historic program or project at the state or local level. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4900209Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 47.3 086 10.0Continuous reinforced concrete slab

201A//

Feature Carried: 16TH / DR MLK JR Feature Crossed: I.W.C. CANAL

2414F

Rationale: Horizontal curved decks represent an important bridge construction technique requiring specially engineered substructures and/or superstructures.

Rationale: This bridge displays the use of non-standard decorative railing combined with other aesthetic treatments to provide notable ornamentation.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible4900620Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 45.8 086 13.1Reinforced concrete arch111A

//Feature Carried: WASHINGTON STREET Feature Crossed: BIG EAGLE CREEK

119

Section 1. Listing of Historic Bridges2415F

Rationale: Bridge is associated with the National Road and development of the state's early 20th century transportation systems.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible4900619Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 45.8 086 12.9Reinforced concrete arch111A

//Feature Carried: WASHINGTON STREET Feature Crossed: LITTLE EAGLE CREEK

2501F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900213Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 48.1 086 09.7Reinforced concrete arch111A

//Feature Carried: CAPITOL AVENUE Feature Crossed: FALL CREEK

2502F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900214Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 48.2 086 09.5Reinforced concrete arch111A

//Feature Carried: ILLINOIS STREET Feature Crossed: FALL CREEK

2513L

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900225Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 47.2 086 07.5Reinforced concrete arch111A

//Feature Carried: JEFFERSON AVENUE Feature Crossed: POGUE'S RUN

2514F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900226Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 47.2 086 07.0Reinforced concrete arch111A

//Feature Carried: RURAL STREET Feature Crossed: POGUE'S RUN

120

Section 1. Listing of Historic Bridges2515L

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900227Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 47.2 086 07.2Stone arch811

//Feature Carried: NOWLAND AVENUE Feature Crossed: POGUE'S RUN

2516L

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900228Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 47.1 086 07.0Reinforced concrete arch111A

//Feature Carried: NOWLAND AVENUE Feature Crossed: POGUE'S RUN

2517F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900229Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 47.1 086 07.8Reinforced concrete arch111A

//Feature Carried: COMMERCE DRIVE Feature Crossed: POGUE'S RUN

2520L

Rationale: Horizontal curved decks represent an important bridge construction technique requiring specially engineered substructures and/or superstructures.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4900233Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 46.7 086 08.1Continuous reinforced concrete slab

201A//

Feature Carried: ORIENTAL STREET Feature Crossed: POGUE'S RUN

2527L

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900240Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 47.8 086 09.8Reinforced concrete arch111A

//Feature Carried: SENATE AVENUE Feature Crossed: FALL CREEK

121

Section 1. Listing of Historic Bridges2609F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900249Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 46.5 086 04.7Reinforced concrete arch111A

//Feature Carried: PLEASANT RUN PKWY Feature Crossed: PLEASANT RUN

2615L

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: This bridge displays notable ornamentation in the use dressed stone or ornamental coursing or bonding patterns.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible4900255Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 47.5 086 06.7Reinforced concrete arch111A

//Feature Carried: PARK DRIVE Feature Crossed: POGUE'S RUN

3012L

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4900286Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 45.1 086 14.4Reinforced concrete slab101A

//Feature Carried: WESTBROOK AVENUE Feature Crossed: NEELD DITCH

122

Section 1. Listing of Historic Bridges3102F

Rationale: Constructed as part of the Eagle Creek Flood Control Project completed by the Indianapolis Flood Control District to alleviate flooding in Indianapolis.

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion A as it is has a direct and important association with a significant historic program or project at the state or local level. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4900290Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 44.6 086 12.1Prestressed concrete box beam-multiple

505//

Feature Carried: MINNESOTA STREET Feature Crossed: BIG EAGLE CREEK

3103F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900291Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 43.6 086 10.1Reinforced concrete arch111A

//Feature Carried: BLUFF ROAD Feature Crossed: PLEASANT RUN

3104F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900292Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 45.5 086 10.4Reinforced concrete arch111A

//Feature Carried: OLIVER AVENUE Feature Crossed: WHITE RIVER

3106F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900294Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 44.2 086 10.2Continuous steel beam402A

//Feature Carried: RAYMOND STREET Feature Crossed: WHITE R / WEST ST / RR

123

Section 1. Listing of Historic Bridges3108F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900296Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 45.1 086 10.5Reinforced concrete arch - open spandrel

111B//

Feature Carried: MORRIS STREET Feature Crossed: WHITE RIVER

3110F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900298Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 45.4 086 10.4Reinforced concrete arch111A

//Feature Carried: KENTUCKY AVENUE Feature Crossed: WHITE RIVER

3203F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900302Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 44.7 086 08.4Reinforced concrete arch111A

//Feature Carried: SHELBY STREET Feature Crossed: PLEASANT RUN

3204F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900303Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 45.0 086 07.8Reinforced concrete arch111A

//Feature Carried: STATE AVENUE Feature Crossed: PLEASANT RUN

3209F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900308Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 45.0 086 07.5Reinforced concrete arch111A

//Feature Carried: CHURCHMAN AVENUE Feature Crossed: PLEASANT RUN

124

Section 1. Listing of Historic Bridges3210L

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900309Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 44.9 086 07.6Reinforced concrete arch111A

//Feature Carried: VILLA AVENUE Feature Crossed: PLEASANT RUN

3213F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900312Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 44.8 086 08.2Reinforced concrete arch111A

//Feature Carried: LINDEN STREET Feature Crossed: PLEASANT RUN

3215L

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900314Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 44.2 086 08.8Reinforced concrete arch111A

//Feature Carried: GARFIELD PARK ROAD Feature Crossed: PLEASANT RUN

3216L

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900315Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 44.1 086 09.0Reinforced concrete arch111A

//Feature Carried: GARFIELD PARK ROAD Feature Crossed: PLEASANT RUN

3219L

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900316Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 44.0 086 08.7Reinforced concrete arch111A

//Feature Carried: GARFIELD PARK ROAD Feature Crossed: BEAN CREEK

125

Section 1. Listing of Historic Bridges3220L

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900317Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 43.8 086 08.6Reinforced concrete arch111A

//Feature Carried: GARFIELD PARK ROAD Feature Crossed: BEAN CREEK

3221F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900318Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 43.8 086 08.5Reinforced concrete arch111A

//Feature Carried: SOUTHERN AVENUE Feature Crossed: BEAN CREEK

3228L

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900322Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 44.6 086 08.5Riveted plate girder302C

//Feature Carried: BARTH AVENUE Feature Crossed: PLEASANT RUN

3229L

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900323Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 44.1 086 08.7Stone arch811

//Feature Carried: GARFIELD PARK ROAD Feature Crossed: BEAN CREEK

3301F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

4900324Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 45.6 086 06.3Reinforced concrete arch111A

//Feature Carried: ENGLISH AVENUE Feature Crossed: PLEASANT RUN

126

Section 1. Listing of Historic Bridges3311F

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible4900334Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 45.5 086 06.5Reinforced concrete arch111A

//Feature Carried: SOUTHEASTERN AVE Feature Crossed: PLEASANT RUN

3313L

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible4900336Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 44.0 086 06.5Continuous reinforced concrete slab

201A//

Feature Carried: HOBART AVENUE Feature Crossed: BEAN CREEK

3802F

Rationale: Crossing on Dixie Highway demonstrates development of the cross country transportation system.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible4900375Marion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 42.3 086 10.3Reinforced concrete arch111A

//Feature Carried: BLUFF ROAD Feature Crossed: LICK CREEK

3901F

Rationale: Flared reinforced-concrete girder ends are a important feature that led to an increased span lengths within concrete girder construction.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4900377Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 42.2 086 07.2Continuous reinforced concrete girder

202A//

Feature Carried: KEYSTONE AVENUE Feature Crossed: LICK CREEK

127

Section 1. Listing of Historic Bridges4101F

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4900390Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 42.9 086 01.1Prestressed concrete box beam-multiple

505//

Feature Carried: FRANKLIN ROAD Feature Crossed: MILLER DITCH

4403F

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4900415Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 39.8 086 14.2Continuous reinforced concrete girder

202A//

Feature Carried: SOUTHPORT ROAD Feature Crossed: WHITE RIVER

4513F

Rationale: Variable depth is an important innovation in bridge construction to achieve greater span distances than can be achieved with a traditional form.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4900484Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 38.4 086 12.1Continuous reinforced concrete slab

201A//

Feature Carried: BLUFF ROAD Feature Crossed: PLEASANT RUN

128

Section 1. Listing of Historic Bridges4602F

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4900431Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 39.9 086 07.8Reinforced concrete girder

102A//

Feature Carried: SOUTHPORT ROAD Feature Crossed: LITTLE BUCK CREEK

4610F

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible4900438Marion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 40.3 086 07.1Reinforced concrete slab101A

//Feature Carried: BANTA ROAD Feature Crossed: DERBYSHIRE CREEK

00226

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible5000002Marshall NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 20.5 086 18.5Reinforced concrete arch111A

//Feature Carried: SOUTH MICHIGAN ST Feature Crossed: YELLOW RIVER

00227

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible5000003Marshall NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 20.5 086 18.3Unreinforced concrete arch

111C//

Feature Carried: GARRO STREET Feature Crossed: YELLOW RIVER

129

Section 1. Listing of Historic Bridges00231

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible5000006Marshall

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 27.0 086 08.8Stone arch811

//Feature Carried: CENTER STREET Feature Crossed: ARMEY DITCH

050-51-01295

Rationale: Crossing built for US 50 and represents ISHC's early development of the U.S. Highway system.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible18410Martin NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 410 86 446Reinforced concrete arch - under fill

119B//

Feature Carried: US 50 Feature Crossed: MT ZINA BRANCH

050X-51-07333T

Rationale: This bridge is important as the last known example of its type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible18841Martin

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 393 86 479Bailey truss310C

//Feature Carried: DRIVE-50X Feature Crossed: BEAVER CREEK

130

Section 1. Listing of Historic Bridges00022

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible5100006Martin

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 47.7 086 44.9Steel pony truss310A

//Feature Carried: MT. OLIVE RD Feature Crossed: SULPHUR CREEK

00044

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible5100019Martin

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 41.4 086 43.3Steel pony Truss310A

//Feature Carried: BUCKLEY BOTTOM RD Feature Crossed: BEAVER CREEK

00046

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible5100021Martin

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 40.9 086 42.9Steel pony truss310A

//Feature Carried: DEEP CUT LAKE RD Feature Crossed: BEAVER CREEK

131

Section 1. Listing of Historic Bridges00047

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible5100022Martin

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 40.8 086 43.0Steel pony truss310A

//Feature Carried: DEEP CUT LAKE RD Feature Crossed: BEAVER CREEK

00049

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible5100024Martin

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 40.6 086 43.2Steel pony truss310A

//Feature Carried: DEEP CUT LAKE RD Feature Crossed: BEAVER CREEK

00050

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible5100025Martin

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 40.7 086 43.4Steel thru truss310B

//Feature Carried: DEEP CUT LAKE RD Feature Crossed: BEAVER CREEK

132

Section 1. Listing of Historic Bridges00058

Rationale: Stone arch approach spans provide a highly unusual and distinctive variation in the design of the overall structure.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible5100029Martin

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 41.1 086 53.0Steel deck truss309

//Feature Carried: BRICKYARD RD Feature Crossed: BOGGS CREEK

00067

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible5100034Martin

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 37.5 086 54.0Steel pony truss310A

//Feature Carried: CHARLIE BUTCHER RD Feature Crossed: FRIENDS CREEK

133

Section 1. Listing of Historic Bridges00068

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: Employing multiple thru-truss spans allows significant distances to be achieved, while substantially limiting the amount of substructure construction required, and represents an important variation in the design of the overall structure.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge displays notable ornamentation in the use of decorative portal elements.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible5100035Martin

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 36.8 086 50.9Iron thru truss910A

//Feature Carried: WHITFIELD RD Feature Crossed: EAST FORK WHITE RIVER

00073

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible5100040Martin

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 35.8 086 45.1Steel pony truss310A

//Feature Carried: RUSK RD Feature Crossed: LOST RIVER

134

Section 1. Listing of Historic Bridges00137

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge exhibits the important contributions made by a nationally recognized engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible5100061Martin

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 41.0 086 44.3Steel pony truss310A

//Feature Carried: DALE COURTRIGHT RD Feature Crossed: BEAVER CREEK

00028

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register5200022Miami NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 51.3 086 03.4Steel thru truss310B

//Feature Carried: 100 E Feature Crossed: EEL RIVER

00054

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible5200041Miami NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 54.3 085 57.9Steel thru truss310B

//Feature Carried: 950N Feature Crossed: EEL RIVER

135

Section 1. Listing of Historic Bridges00063

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: Employing multiple thru-truss spans allows significant distances to be achieved, while substantially limiting the amount of substructure construction required, and represents an important variation in the design of the overall structure.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge displays notable ornamentation in the use of decorative portal elements.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible5200050Miami

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 48.8 086 09.4Iron thru truss910A

//Feature Carried: 440 W Feature Crossed: EEL RIVER

136

Section 1. Listing of Historic Bridges00090

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Metal substructures and caissons, often patented structural elements, provide an important construction feature within this bridge type.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible5200070Miami

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 46.2 085 59.2Steel pony truss310A

//Feature Carried: 450 E Feature Crossed: DANIEL CREEK

00110

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible5200087Miami

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 36.4 086 08.8Reinforced concrete slab101A

//Feature Carried: 1100 S Feature Crossed: RUSSELL DITCH

137

Section 1. Listing of Historic Bridges00159

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.Rationale: Employing multiple thru-truss spans allows significant distances to be achieved, while substantially limiting the amount of substructure construction required, and represents an important variation in the design of the overall structure.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible5200122Miami

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 44.5 086 05.8Steel thru truss310B

//Feature Carried: BUSINESS 31 Feature Crossed: WABASH RIVER

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligibleXX013Monroe NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)Iron thru truss910A

//Feature Carried: Clear Creek Feature Crossed: Church Lane

00015

Rationale: Crossing on Dixie Highway demonstrates development of the cross country transportation system.

Rationale: Two-part skew represents an unusual variation within this bridge type.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible5300009Monroe NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 00.1 086 33.0Reinforced concrete arch - under fill

119B//

Feature Carried: OLD SR 37S Feature Crossed: JUDAH BRANCH

138

Section 1. Listing of Historic Bridges00083

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible5300061Monroe

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 05.6 086 33.0Steel pony truss310A

//Feature Carried: DILLMAN ROAD Feature Crossed: CLEAR CREEK

00114

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible5300110Monroe

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 08.9 086 24.4Steel thru truss310B

//Feature Carried: FRIENDSHIP ROAD Feature Crossed: STEPHENS CREEK

00127

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible5300083Monroe NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 13.2 086 36.7Reinforced concrete beam

102B//

Feature Carried: HARBISON ROAD Feature Crossed: JACKS DEFEAT CREEK

139

Section 1. Listing of Historic Bridges00182

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible5300091Monroe

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 13.1 086 36.2

Reinforced concrete slab101A

//

Feature Carried: OLD SR 46 Feature Crossed: BR OF JACKS DEFEAT CREEK

00913

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible5300130Monroe

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 13.9 086 32.4Steel pony truss310A

//Feature Carried: BUSINESS 37N Feature Crossed: BEANBLOSSOM CREEK

00919

Rationale: Crossing on Dixie Highway demonstrates development of the cross country transportation system.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible5300135Monroe NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 00.9 086 32.6Reinforced concrete slab101A

//Feature Carried: HARRODSBURG ROAD Feature Crossed: BRANCH OF CLEAR CREEK

140

Section 1. Listing of Historic Bridges

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligibleXX007Montgomery NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)Timber covered bridge710

//Feature Carried: 800 West, Shades State Park Feature Crossed: Sugar Creek

032-54-03342C

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible10490Montgomery

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 29 86 516Steel pony truss310A

//Feature Carried: SR 32 Feature Crossed: WALNUT FORK

032-54-03347A

Rationale: Horizontal curved decks represent an important bridge construction technique requiring specially engineered substructures and/or superstructures.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible10470Montgomery

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 16 86 583Reinforced concrete arch - open spandrel

111B//

Feature Carried: SR 32 Feature Crossed: SUGAR CREEK

141

Section 1. Listing of Historic Bridges00011

Rationale: Represents WPA project of the Federal Work Relief Program.

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

Rationale: This bridge displays the use of non-standard decorative railing combined with other aesthetic treatments to provide notable ornamentation.

This bridge is eligible under Criterion A as it is has a direct and important association with a significant historic program or project at the state or local level. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible5400007Montgomery NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 11.2 086 46.2Multiplate arch - under fill319A

//Feature Carried: ROAD 1000 NORTH Feature Crossed: BOWER CREEK

00501

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible5400181Montgomery NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 02.0 086 53.7Reinforced concrete arch111A

//Feature Carried: CHESTNUT STREET Feature Crossed: DRY BRANCH CREEK

039-55-03108B

Rationale: This bridge displays the use of non-standard decorative railing combined with other aesthetic treatments to provide notable ornamentation.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible13110Morgan

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 261 86 270Cont riveted plate girder-floor beam system

403C//

Feature Carried: SR 39 Feature Crossed: WHITE RIVER

067-55-01564A

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible23980Morgan NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 254 86 285Steel pony truss310A

//Feature Carried: SR 67 Feature Crossed: LAMBS CREEK

142

Section 1. Listing of Historic Bridges252-55-01968

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible30720Morgan

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 223 86 161Reinforced concrete girder

102A//

Feature Carried: SR 252 Feature Crossed: LONG RUN CREEK

00030

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible5500024Morgan NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 21.3 086 17.9Rein conc girder (trans girder) floor beam system

103//

Feature Carried: MAHALASVILLE ROAD Feature Crossed: PIKE CREEK

00044

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible5500037Morgan NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 25.6 086 16.0Reinforced concrete arch111A

//Feature Carried: PEAVINE ROAD Feature Crossed: STOTTS CREEK

00056

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible5500049Morgan NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 26.9 086 22.7Rein conc girder (trans girder) floor beam system

103//

Feature Carried: TEETERS ROAD Feature Crossed: WEST FORK CLEAR CREEK

00096

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register5500079Morgan NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 34.5 086 31.5Riveted plate girder - floor beam system

303F//

Feature Carried: DITCH ROAD Feature Crossed: BRANCH OF LAKE DITCH

143

Section 1. Listing of Historic Bridges00103

Rationale: The patented Luten truss system used in slab, beam and girder bridges was a highly innovative reinforcing arrangement incorporated into horizontal bridge forms as an economical alterative to traditional reinforced-concrete construction.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible5500084Morgan

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 31.9 086 30.4Rein conc girder (trans girder) floor beam system

103//

Feature Carried: BRIARHOPPER ROAD Feature Crossed: LAMBS CREEK

00146

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: This bridge exhibits the important contributions made by a nationally recognized engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible5500121Morgan

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 25.5 086 28.5Iron thru truss910A

//Feature Carried: OLD SR 67 Feature Crossed: LAMBS CREEK

00161

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible5500125Morgan NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 22.3 086 28.7Reinforced concrete arch111A

//Feature Carried: OLD SR 37 Feature Crossed: LITTLE INDIAN CREEK

144

Section 1. Listing of Historic Bridges00166

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible5500153Morgan NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 33.0 086 16.0Reinforced concrete slab - under fill

119A//

Feature Carried: OLD SR 37 Feature Crossed: BLUFF CREEK

00224

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible5500142Morgan NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 23.7 086 27.2Steel pony truss310A

//Feature Carried: OLD SR 37 Feature Crossed: INDIAN CREEK

000K2

Rationale: Crossing likely built by state for State Route 7 and represents ISHC's early development of the state highway system.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible5600113Newton NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 45.9 087 26.3Multiplate arch - under fill319A

//Feature Carried: EAST ALLEN STREET Feature Crossed: KENT DITCH

000K3

Rationale: Crossing likely built by state for State Route 7 and represents ISHC's early development of the state highway system.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible5600114Newton NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 46.0 087 26.3Reinforced concrete girder

102A//

Feature Carried: KENT ST. (OLD 41) Feature Crossed: KENT DITCH

145

Section 1. Listing of Historic Bridges00149

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Bolted connections represent a highly unusual variation in Thru truss construction.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible5600093Newton

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 53.3 087 16.1Steel thru truss310B

//Feature Carried: ROAD 650 EAST Feature Crossed: IROQUOIS RIVER

00015

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Metal substructures and caissons, often patented structural elements, provide an important construction feature within this bridge type.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible5900010Orange

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 37.0 086 38.9Steel pony truss310A

//Feature Carried: 390 N Feature Crossed: SULPHUR CREEK

146

Section 1. Listing of Historic Bridges00018

Rationale: Associated with the heyday of use of the New Albany-Vincennes State Road, a significant early state transportation system.

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: This bridge exhibits the important contributions made by a nationally recognized engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible5900013Orange NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 36.7 086 35.9Iron thru truss910A

//Feature Carried: 375 N Feature Crossed: LOST RIVER

00031

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge exhibits the important contributions made by a nationally recognized engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible5900021Orange

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 37.4 086 33.5Steel thru truss310B

//Feature Carried: 500 W Feature Crossed: LOST RIVER

147

Section 1. Listing of Historic Bridges00034

Rationale: Crossing built for Main Market No. 4 and represents ISHC's early state highway development.

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible5900024Orange NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 34.0 086 31.8Continuous encased steel beam

402C//

Feature Carried: 350 W Feature Crossed: LICK CREEK

00049

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible5900035Orange

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 32.5 086 36.8Steel thru truss310B

//Feature Carried: FIRST STREET Feature Crossed: FRENCH LICK CREEK

00055

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible5900040Orange NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 30.7 086 36.9Reinforced concrete arch111A

//Feature Carried: OLD SR 145 Feature Crossed: FRENCH LICK CREEK

00059

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible5900043Orange

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 28.3 086 40.1Steel pony truss310A

//Feature Carried: 1075 W Feature Crossed: CANE CREEK S

148

Section 1. Listing of Historic Bridges00063

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible5900046Orange

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 32.5 086 33.7Steel pony truss310A

//Feature Carried: 100 S Feature Crossed: UPPER SULPHUR CREEK

00064

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible5900047Orange

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 31.6 086 32.9Steel pony truss310A

//Feature Carried: 240 S Feature Crossed: BR UPPER SULPHUR CREEK

00077

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible5900058Orange

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 31.2 086 25.4Steel pony truss310A

//Feature Carried: 250 S Feature Crossed: LICK CREEK

149

Section 1. Listing of Historic Bridges00090

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Reinforced concrete stringers, fish-belly floor beams, and/or jack-arch systems used in floor system design represent an unusual variation within this bridge type.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible5900063Orange

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 27.0 086 31.4Steel pony truss310A

//Feature Carried: 350 W Feature Crossed: YOUNGS CREEK

00095

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible5900065Orange

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 27.3 086 23.5Steel thru truss310B

//Feature Carried: 700 S Feature Crossed: PATOKA RIVER

150

Section 1. Listing of Historic Bridges00102

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible5900070Orange

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 25.7 086 25.5Steel thru truss310B

//Feature Carried: 175 E Feature Crossed: PATOKA RIVER

00103

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: Reinforced concrete stringers, fish-belly floor beams, and/or jack-arch systems used in floor system design represent an unusual variation within this bridge type.

Rationale: This bridge exhibits the important contributions made by a nationally recognized engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible5900071Orange

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 26.0 086 27.1Iron thru truss910A

//Feature Carried: OWL HOLLOW RD Feature Crossed: PATOKA RIVER

151

Section 1. Listing of Historic Bridges00200

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register5900102Orange NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 33.3 086 28.1Iron thru truss910A

//Feature Carried: GOSPEL STREET Feature Crossed: LICK CREEK

00206

Rationale: Crossing built for Main Market No. 4 and represents ISHC's early state highway development.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible5900099Orange NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 33.5 086 36.7

Encased steel beam302A

//

Feature Carried: BEECHWOOD AV Feature Crossed: BRANCH FRENCH LICK CREEK

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligibleXX006Owen NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)

Timber covered bridge710

//

Feature Carried: Upper Falls Cataract Falls State Park

Feature Crossed: Mill Creek

042-60-03761A

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible15810Owen NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 270 86 516Reinforced concrete arch - open spandrel

111B//

Feature Carried: SR 42 Feature Crossed: CATARACT LAKE

152

Section 1. Listing of Historic Bridges157-60-05190A

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible27960Owen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 104 87 7Cont prestressed concrete box beam-spread

606//

Feature Carried: SR 157 Feature Crossed: EEL RIVER OVERFLOW

P000-60-07083

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register60320Owen NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 174 86 430Stone arch811

//Feature Carried: PARK ROAD Feature Crossed: MC CORMICKS CREEK

[00009]

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National RegisterXX043Owen NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)Steel thru truss310B

//Feature Carried: [Texas Ridge Road]/[CR 450E] Feature Crossed: West Fork White River

00002

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6000001Owen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 20.0 086 43.5Steel thru truss310B

//Feature Carried: CO. RD. 225 EAST Feature Crossed: MILL CREEK

153

Section 1. Listing of Historic Bridges00014

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6000014Owen NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 26.7 086 44.8Steel thru truss310B

//Feature Carried: CO. RD. 100 EAST Feature Crossed: MILL CREEK

00027

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6000025Owen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 20.0 086 44.0Steel pony truss310A

//Feature Carried: CO. RD. 150 EAST Feature Crossed: MILL CREEK

00048

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible6000038Owen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 18.7 086 50.8Steel pony truss310A

//Feature Carried: CO. RD. 150 NORTH Feature Crossed: EAST FORK OF FISH CREEK

154

Section 1. Listing of Historic Bridges00059

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6000048Owen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 15.4 086 40.6Steel pony truss310A

//Feature Carried: CO. RD. 450 EAST Feature Crossed: MCCORMICKS CREEK

00083

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6000058Owen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 16.9 086 51.6Steel pony truss310A

//Feature Carried: CO. RD. 75 SOUTH Feature Crossed: WEST FORK OF FISH CREEK

00103

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6000075Owen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 10.8 086 57.8Steel pony truss310A

//Feature Carried: CO. RD. 750 SOUTH Feature Crossed: BRANCH OF BRUSH CREEK

155

Section 1. Listing of Historic Bridges00105

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6000077Owen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 10.8 087 00.1Steel pony truss310A

//Feature Carried: CO. RD. 750 SOUTH Feature Crossed: LICK CREEK

00135

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6000095Owen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 12.6 086 58.6Iron pony truss910B

//Feature Carried: CO. RD. 550 SOUTH Feature Crossed: BEECH CREEK

00143

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6000103Owen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 10.7 086 48.4Rein conc girder (trans girder) floor beam system

103//

Feature Carried: CO. RD. 310 WEST Feature Crossed: LICK CREEK

156

Section 1. Listing of Historic Bridges00144

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6000105Owen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 10.5 086 49.0Rein conc girder (trans girder) floor beam system

103//

Feature Carried: CO. RD. 310 WEST Feature Crossed: BRANCH OF LICK CREEK

00158

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6000116Owen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 15.5 086 45.6Rein conc girder (trans girder) floor beam system

103//

Feature Carried: CO. RD. 200 SOUTH Feature Crossed: MCBRIDE BRANCH

00188

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6000134Owen

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 15.4 086 52.7Steel pony truss310A

//Feature Carried: CO. RD. 225 SOUTH Feature Crossed: SAND LICK CREEK

157

Section 1. Listing of Historic Bridges00198

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6000142Owen NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 10.0 087 00.6Steel thru truss310B

//Feature Carried: CO. RD. 1300 WEST Feature Crossed: EEL RIVER

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National RegisterXX008Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)

Timber covered bridge710

//

Feature Carried: West of Newport Road, South of Henley

Feature Crossed: Sugar Creek

041-61-05864B

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible15120Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 524 87 141Reinforced concrete arch - open spandrel

111B//

Feature Carried: US 41 Feature Crossed: ROARING CREEK

P000-61-07056

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible60020Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 530 87 124Reinforced concrete arch111A

//Feature Carried: SERVICE ROAD Feature Crossed: TURKEY RUN

00019

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6100015Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 39.5 087 07.0Timber covered bridge710

//Feature Carried: 550E Feature Crossed: BIG RACCOON CREEK

158

Section 1. Listing of Historic Bridges00021

Rationale: Horizontally curved, cambered and Camelback girders are unusual variations within this bridge type designed to solve a unusual site condition or span greater distances than traditional girder bridges.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6100017Parke

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 36.6 087 07.9Reinforced concrete girder

102A//

Feature Carried: ROSEDALE RD Feature Crossed: N BR OTTER CREEK

00034

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6100027Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 41.7 087 15.6Reinforced concrete girder

102A//

Feature Carried: 500S Feature Crossed: SUNDERLAND BRANCH

00035

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6100028Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 41.3 087 12.5Timber covered bridge710

//Feature Carried: 130E Feature Crossed: LITTLE RACCOON CREEK

00051

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6100042Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 39.1 087 17.6Timber covered bridge710

//Feature Carried: 325W Feature Crossed: BIG RACCOON CREEK

00062

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6100050Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 39.7 087 17.7Timber covered bridge710

//Feature Carried: 325W Feature Crossed: ROCK RUN CREEK

159

Section 1. Listing of Historic Bridges00063

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6100051Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 41.5 087 17.0Timber covered bridge710

//Feature Carried: TICKRIDGE RD Feature Crossed: ROCK RUN CREEK

00069

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6100057Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 46.3 087 19.2Timber covered bridge710

//Feature Carried: ARABIA RD Feature Crossed: ROCKY RUN CREEK

00072

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6100059Parke

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 45.6 087 21.2Continuous steel beam402A

//Feature Carried: 600W Feature Crossed: BIG RACCOON CREEK

00074

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6100060Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 46.3 087 19.9Timber covered bridge710

//Feature Carried: 40N Feature Crossed: LEATHERWOOD CREEK

00083

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6100068Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 42.8 087 11.3Timber covered bridge710

//Feature Carried: 400S Feature Crossed: LITTLE RACCOON CREEK

160

Section 1. Listing of Historic Bridges00085

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6100070Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 43.5 087 11.4Timber covered bridge710

//Feature Carried: WIMMER RD Feature Crossed: LITTLE RACCOON CREEK

00098

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6100083Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 44.6 087 12.5Reinforced concrete girder

102A//

Feature Carried: NEW DISCOVERY RD Feature Crossed: WILLIAMS CREEK

00101

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6100086Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 46.0 087 12.5Timber covered bridge710

//Feature Carried: OLD 36 Feature Crossed: WILLIAMS CREEK

00104

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6100089Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 41.0 087 06.3Timber covered bridge710

//Feature Carried: 620S Feature Crossed: BIG RACCOON CREEK

00106

Rationale: Horizontally curved, cambered and Camelback girders are unusual variations within this bridge type designed to solve a unusual site condition or span greater distances than traditional girder bridges.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6100091Parke

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 37.0 087 06.6Reinforced concrete girder

102A//

Feature Carried: 700E Feature Crossed: N BR OTTER CREEK

161

Section 1. Listing of Historic Bridges00135

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6100098Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 41.8 087 02.3Reinforced concrete girder

102A//

Feature Carried: GRAVES RD Feature Crossed: ROCKY FORK CREEK

00155

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6100112Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 52.0 087 05.2Timber covered bridge710

//Feature Carried: 650N Feature Crossed: LITTLE RACCOON CREEK

00156

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6100113Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 52.0 087 05.1Reinforced concrete arch111A

//Feature Carried: SADDLE CLUB RD Feature Crossed: LITTLE RACCOON CREEK

00191

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6100140Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 47.4 087 17.9Timber covered bridge710

//Feature Carried: STRAWBERRY RD Feature Crossed: LEATHERWOOD CREEK

00198

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6100147Parke

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 51.3 087 20.1Prestressed concrete I-beam

502//

Feature Carried: TOWPATH RD Feature Crossed: SUGAR CREEK

162

Section 1. Listing of Historic Bridges00199

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6100148Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 52.7 087 17.1Timber covered bridge710

//Feature Carried: BLOOMINGDALE RD Feature Crossed: SUGAR CREEK

00204

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6100152Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 54.5 087 21.5Timber covered bridge710

//Feature Carried: TOWPATH RD Feature Crossed: MILL CREEK

00206

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6100154Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 53.8 087 18.8Timber covered bridge710

//Feature Carried: 900N Feature Crossed: RUSH CREEK

00207

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6100155Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 52.8 087 19.8Timber covered bridge710

//Feature Carried: 800N Feature Crossed: RUSH CREEK

00208

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6100156Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 55.0 087 18.0Reinforced concrete girder

102A//

Feature Carried: 1050N Feature Crossed: E FORK RUSH CREEK

00211

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6100159Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 56.0 087 21.0Timber covered bridge710

//Feature Carried: BOWSHER RD Feature Crossed: MILL CREEK

163

Section 1. Listing of Historic Bridges00220

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.Rationale: Horizontally curved, cambered and Camelback girders are unusual variations within this bridge type designed to solve a unusual site condition or span greater distances than traditional girder bridges.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6100165Parke

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 52.9 087 14.7Reinforced concrete girder

102A//

Feature Carried: ROARING CREEK RD Feature Crossed: ROARING CREEK

00227

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6100171Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 53.1 087 13.4Timber covered bridge710

//Feature Carried: COXFORD RD Feature Crossed: SUGAR CREEK

00228

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6100172Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 54.0 087 13.9Timber covered bridge710

//Feature Carried: COXFORD RD Feature Crossed: SUGAR MILL CREEK

00237

Rationale: Horizontally curved, cambered and Camelback girders are unusual variations within this bridge type designed to solve a unusual site condition or span greater distances than traditional girder bridges.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6100180Parke

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 42.6 087 15.5Reinforced concrete girder

102A//

Feature Carried: 400S Feature Crossed: SUNDERLAND BRANCH

164

Section 1. Listing of Historic Bridges00248

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6100218Parke

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 36.3 087 00.8Continuous reinforced concrete girder

202A//

Feature Carried: 1200E Feature Crossed: CONRAIL RR

00278

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6100189Parke NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 39.5 087 03.9Reinforced concrete slab101A

//Feature Carried: 720S Feature Crossed: BR ROCKY FK CREEK

00281

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible6100191Parke

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 45.9 087 10.1Reinforced concrete slab101A

//Feature Carried: ADAMS RD Feature Crossed: SAND CREEK

00082

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6200047Perry

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 11.9 086 47.2Steel pony truss310A

//Feature Carried: COUNTY ROAD 192 Feature Crossed: HURRICANE CREEK

165

Section 1. Listing of Historic Bridges00083

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6200105Perry

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 14.8 086 46.8Steel pony truss310A

//Feature Carried: COUNTY ROAD 196 Feature Crossed: HURRICANE CREEK

00098

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6200054Perry

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 07.8 086 35.0Steel pony truss310A

//Feature Carried: COUNTY ROAD 119 Feature Crossed: OIL CREEK

00032

Rationale: Bolted connections represent a highly unusual variation in Thru truss construction.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6300157Pike

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 22.7 087 22.2Steel thru truss310B

//Feature Carried: CR 500 W Feature Crossed: PATOKA RIVER

166

Section 1. Listing of Historic Bridges00071

Rationale: Bolted connections represent a highly unusual variation in Thru truss construction.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6300057Pike

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 23.0 087 16.3Steel thru truss310B

//Feature Carried: MERIDIAN RD. Feature Crossed: PATOKA RIVER

00081

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6300061Pike NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 23.0 087 20.3Steel thru truss310B

//Feature Carried: CR 315 W Feature Crossed: PATOKA RIVER

00144

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6300098Pike

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 14.3 087 10.9

Steel pony truss310A

//

Feature Carried: CR 500 E Feature Crossed: BRANCH S FK PATOKA RIVER

167

Section 1. Listing of Historic Bridges00147

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Metal substructures and caissons, often patented structural elements, provide an important construction feature within this bridge type.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6300100Pike

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 22.0 087 12.7Steel thru truss310B

//Feature Carried: CR 350 E Feature Crossed: PATOKA RIVER

00150

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6300101Pike NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 22.4 087 09.3Iron pony truss910B

//Feature Carried: CR 650 E Feature Crossed: PATOKA RIVER

00169

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6300110Pike

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 19.8 087 07.4Steel pony truss310A

//Feature Carried: CR 625 S Feature Crossed: CUP CREEK

00246

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6300160Pike NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 22.8 087 20.3Iron thru truss910A

//Feature Carried: CR 325 W Feature Crossed: SOUTH FORK PATOKA RIVER

168

Section 1. Listing of Historic Bridges00297

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6300179Pike

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 29.3 087 17.0Riveted plate girder - floor beam system

303F//

Feature Carried: OLD SR 56 Feature Crossed: PRIDES CREEK

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

EligibleXX024Porter

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)Thru steel arch312B

//Feature Carried: West of 500 E Feature Crossed: Kankakee River

P000-64-07069

Rationale: This bridge displays the use of non-standard decorative railing combined with other aesthetic treatments to provide notable ornamentation.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible60160Porter

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 394 87 35Reinforced concrete girder

102A//

Feature Carried: WILSON ROAD Feature Crossed: DUNES CREEK

169

Section 1. Listing of Historic Bridges00171

Rationale: Crossing for Lincoln Highway and later Main Market No. 2 demonstrates evolution of transportation systems.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible6400123Porter NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 28.4 087 04.3Reinforced concrete arch - under fill

119B//

Feature Carried: JOLIET ROAD Feature Crossed: SALT CREEK

00013

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Bolted connections represent a highly unusual variation in Thru truss construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6500044Posey

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)37 59.6 087 59.3Steel thru truss310B

//Feature Carried: CR 350W Feature Crossed: BIG CREEK

00032

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6500295Posey

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)37 55.3 087 58.5

Simple steel beam302D

//

Feature Carried: CR 800S Feature Crossed: BRANCH OF PITCHER CREEK

170

Section 1. Listing of Historic Bridges00053

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6500006Posey NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 10.6 087 55.1Steel thru truss310B

//Feature Carried: GRIFFIN ROAD Feature Crossed: BLACK RIVER

00058

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible6500198Posey

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 12.4 087 52.4Steel pony truss310A

//Feature Carried: EASTVILLE ROAD Feature Crossed: BLACK RIVER

00059

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6500002Posey

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 13.2 087 51.3Steel pony truss310A

//Feature Carried: CR 300E Feature Crossed: BLACK RIVER

171

Section 1. Listing of Historic Bridges00065

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.Rationale: Horizontal curved decks represent an important bridge construction technique requiring specially engineered substructures and/or superstructures.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6500201Posey

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 11.9 087 53.0Concrete tee beam104

//Feature Carried: WILSEY ROAD Feature Crossed: BRANCH OF BLACK RIVER

00066

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6500200Posey NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 12.0 087 53.5Steel thru truss310B

//Feature Carried: WILSEY ROAD Feature Crossed: BLACK RIVER

00091

Rationale: Bolted connections represent a highly unusual variation in Thru truss construction.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6500247Posey

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 02.3 087 49.2Steel thru truss310B

//Feature Carried: PFEIFFER ROAD Feature Crossed: BIG CREEK

172

Section 1. Listing of Historic Bridges00148

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Metal substructures and caissons, often patented structural elements, provide an important construction feature within this bridge type.Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6500183Posey

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 11.5 087 46.0Steel pony truss310A

//Feature Carried: KNOWLES ROAD Feature Crossed: BLACK RIVER

00163

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6500238Posey

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 03.3 087 47.7Steel pony truss310A

//Feature Carried: HUEY ROAD Feature Crossed: BRANCH OF BIG CREEK

173

Section 1. Listing of Historic Bridges00195

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Bolted connections represent a highly unusual variation in Thru truss construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6500150Posey

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)37 59.4 087 46.7Steel thru truss310B

//Feature Carried: UPPER MT VERNON RD Feature Crossed: LITTLE CREEK

00202

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Bolted connections represent a highly unusual variation in Thru truss construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6500251Posey

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 00.9 087 49.0Steel thru truss310B

//Feature Carried: JOHN MILLS ROAD Feature Crossed: LITTLE CREEK

00211

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6500163Posey

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)37 58.8 087 44.2Steel pony truss310A

//Feature Carried: AYLESWORTH ROAD Feature Crossed: WOLF CREEK

174

Section 1. Listing of Historic Bridges00327

Rationale: Bolted connections represent a highly unusual variation in Thru truss construction.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6500255Posey

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 02.9 087 48.6Steel thru truss310B

//Feature Carried: KREITENSTEIN ROAD Feature Crossed: BIG CREEK

119-66-03454A

Rationale: Metal substructures and caissons, often patented structural elements, provide an important construction feature within this bridge type.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible25850Pulaski

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 5 86 362Steel thru truss310B

//Feature Carried: SR 119 Feature Crossed: TIPPECANOE RIVER

175

Section 1. Listing of Historic Bridges00196

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: Bolted connections represent a highly unusual variation in Thru truss construction.

Rationale: This bridge exhibits the important contributions made by a nationally recognized engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge displays notable ornamentation in the use of decorative portal elements.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible6600106Pulaski

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 01.4 086 35.2Iron thru truss910A

//Feature Carried: 75 EAST Feature Crossed: TIPPECANOE RIVER

00291

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.Rationale: Early fabrication and use of rolled metal truss members represents the initial application of an important innovation in metal bridge construction.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6600152Pulaski

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 09.5 086 28.9Steel pony truss310A

//Feature Carried: 625 EAST Feature Crossed: TIPPECANOE RIVER

176

Section 1. Listing of Historic Bridges040-67-01835A

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible13720Putnam NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 346 86 511Reinforced concrete arch111A

//Feature Carried: US 40 Feature Crossed: DEER CREEK

040-67-01838B

Rationale: Crossing built to serve Main Market No. 3 and represents ISHC's early development of the state highway system and pre-World War II widening to serve as a U.S. Highway.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible13740Putnam NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 375 86 408Reinforced concrete girder

102A//

Feature Carried: US 40 Feature Crossed: SALLUST BRANCH

P000-67-07096C

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible60030Putnam NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 330 86 534Steel thru truss310B

//Feature Carried: SERVICE ROAD Feature Crossed: DEER CREEK

00010

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible6700009Putnam

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 48.8 086 57.2Steel thru truss310B

//Feature Carried: ROAD 1050 NORTH Feature Crossed: BIG RACCOON CREEK

177

Section 1. Listing of Historic Bridges00029

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6700017Putnam NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 51.8 086 52.1Timber covered bridge710

//Feature Carried: ROAD 1350 NORTH Feature Crossed: CORNSTALK CREEK

00045

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6700032Putnam NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 49.8 086 41.2Steel thru truss310B

//Feature Carried: ROAD 900 EAST Feature Crossed: BIG WALNUT CREEK

00049

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6700036Putnam

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 45.4 086 44.4Reinforced concrete girder

102A//

Feature Carried: ROAD 650 NORTH Feature Crossed: PLUM CREEK

00052

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6700039Putnam NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 45.0 086 46.5Timber covered bridge710

//Feature Carried: ROAD 650 NORTH Feature Crossed: BIG WALNUT CREEK

00058

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6700045Putnam NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 47.6 086 46.4Timber covered bridge710

//Feature Carried: ROAD 900 NORTH Feature Crossed: BIG WALNUT CREEK

178

Section 1. Listing of Historic Bridges00062

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6700049Putnam NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 43.9 086 43.6Reinforced concrete arch111A

//Feature Carried: ROAD 500 NORTH Feature Crossed: CLEAR CREEK

00071

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Bolted connections represent a highly unusual variation in Thru truss construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6700057Putnam

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 42.4 086 45.7Steel thru truss310B

//Feature Carried: ROAD 500 EAST Feature Crossed: CLEAR CREEK

00073

Rationale: Bolted connections represent a highly unusual variation in Thru truss construction.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6700059Putnam

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 41.7 086 47.1Steel thru truss310B

//Feature Carried: ROAD 375 EAST Feature Crossed: CLEAR CREEK

00100

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6700086Putnam NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 43.6 086 58.6Timber covered bridge710

//Feature Carried: ROAD 450 NORTH Feature Crossed: LITTLE WALNUT CREEK

179

Section 1. Listing of Historic Bridges00139

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6700124Putnam

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 40.7 086 48.7Steel thru truss310B

//Feature Carried: ROAD 125 NORTH Feature Crossed: BIG WALNUT CREEK

00146

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6700126Putnam NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 40.4 086 50.6Steel thru truss310B

//Feature Carried: ROAD 25 EAST Feature Crossed: BIG WALNUT CREEK

00152

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible6700131Putnam

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 36.6 086 47.3Steel thru truss310B

//Feature Carried: DEVIL BACKBONE RD Feature Crossed: DEER CREEK

00159

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register6700138Putnam NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 33.3 086 57.8Reinforced concrete arch - open spandrel

111B//

Feature Carried: ROAD 625 WEST Feature Crossed: BIG WALNUT CREEK

181

Section 1. Listing of Historic Bridges00170

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6700148Putnam NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 30.5 086 57.5Timber covered bridge710

//Feature Carried: HUFFMAN ROAD Feature Crossed: BIG WALNUT CREEK

00187

Rationale: Bridge associated with the National Road.

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6700161Putnam

This bridge is located on an important transportation route or crossing; however, it does not retain historic integrity necessary to convey historical significance. As such, it is not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 34.8 086 50.8Steel thru truss310B

//Feature Carried: ROAD 25 EAST Feature Crossed: DEER CREEK

00199

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6700173Putnam

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 28.2 086 44.6Steel pony truss310A

//Feature Carried: ROAD 1300 SOUTH Feature Crossed: MILL CREEK

00211

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6700182Putnam

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 35.6 086 39.5Steel pony truss310A

//Feature Carried: ROAD 450 SOUTH Feature Crossed: MILL CREEK

182

Section 1. Listing of Historic Bridges00229

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6700196Putnam NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 31.6 086 41.0Reinforced concrete arch - open spandrel

111B//

Feature Carried: ROAD 925 EAST Feature Crossed: BRANCH OF MILL CREEK

00237

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6700200Putnam NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 34.7 086 50.8Reinforced concrete arch - open spandrel

111B//

Feature Carried: ROAD 550 SOUTH Feature Crossed: DEER CREEK

00249

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6700204Putnam NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 46.5 086 47.1Timber covered bridge710

//Feature Carried: ROAD 800 NORTH Feature Crossed: BIG WALNUT CREEK

00276

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6700217Putnam

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 37.8 086 55.3Continuous reinforced concrete girder

202A//

Feature Carried: ROAD 400 WEST Feature Crossed: CONRAIL

00278

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6700218Putnam NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 37.3 086 57.1Continuous reinforced concrete girder

202A//

Feature Carried: ROAD 275 SOUTH Feature Crossed: CONRAIL

183

Section 1. Listing of Historic Bridges00279

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6700219Putnam

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 37.0 086 57.4Continuous reinforced concrete girder

202A//

Feature Carried: ROAD 600 WEST Feature Crossed: CONRAIL

00286

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6700222Putnam

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 39.6 086 49.8Continuous reinforced concrete girder

202A//

Feature Carried: ROAD 100 EAST Feature Crossed: CONRAIL

00288

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6700223Putnam

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 40.3 086 46.9Continuous reinforced concrete girder

202A//

Feature Carried: ROAD 400 EAST Feature Crossed: CONRAIL

00301

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6700229Putnam NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 33.1 086 58.9Reinforced concrete arch111A

//Feature Carried: ROAD 750 SOUTH Feature Crossed: BIG WALNUT CREEK

184

Section 1. Listing of Historic Bridges001-68-03408B

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible300Randolph NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 169 85 89Steel thru truss310B

//Feature Carried: SR 1 Feature Crossed: MISSISSINEWA RIVER

028-68-04065

Rationale: Horizontal curved decks represent an important bridge construction technique requiring specially engineered substructures and/or superstructures.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible7830Randolph

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 170 85 17Reinforced concrete arch111A

//Feature Carried: SR 28 Feature Crossed: MISSISSINEWA RIVER

00021

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6800012Randolph

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 14.1 085 10.1Encased steel beam302A

//Feature Carried: 500N Feature Crossed: ELKHORN CREEK

00029

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6800019Randolph NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 16.1 085 01.1Reinforced concrete slab101A

//Feature Carried: 200W Feature Crossed: BRANCH OF FETID CREEK

185

Section 1. Listing of Historic Bridges00049

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible6800035Randolph

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 16.3 085 04.1Steel pony truss310A

//Feature Carried: 450W Feature Crossed: BEAR CREEK

00114

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6800089Randolph

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 07.3 085 10.4Steel pony truss310A

//Feature Carried: 300S Feature Crossed: LITTLE WHITE RIVER

00154

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6800121Randolph NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 08.3 085 12.3Steel pony truss310A

//Feature Carried: 1150W Feature Crossed: LITTLE WHITE RIVER

186

Section 1. Listing of Historic Bridges00226

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6800181Randolph

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 06.5 084 50.2Steel pony truss310A

//Feature Carried: 400S Feature Crossed: GREENVILLE CREEK

00284

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible6800217Randolph

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 08.5 085 07.7Steel pony truss310A

//Feature Carried: 750W Feature Crossed: CABIN CREEK

00305

Rationale: This bridge displays the use of non-standard decorative railing combined with other aesthetic treatments to provide notable ornamentation.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible6800230Randolph

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 10.2 084 58.8Concrete tee beam104

//Feature Carried: EAST SOUTH STREET Feature Crossed: SALT CREEK

187

Section 1. Listing of Historic Bridges[00081]

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligibleXX030Ripley NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)Timber covered bridge710

//Feature Carried: CR 850 W Feature Crossed: OTTER CREEK

00003

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6900003Ripley

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 58.4 085 09.6Stone arch811

//Feature Carried: OLEAN ROAD Feature Crossed: RACCOON CREEK

00009

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6900009Ripley NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 00.2 085 11.2Reinforced concrete arch111A

//Feature Carried: CAVEHILL ROAD Feature Crossed: LAUGHERY CREEK

00014

Rationale: Early fabrication and use of rolled metal truss members represents the initial application of an important innovation in metal bridge construction.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6900013Ripley

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 59.8 085 08.4Steel thru truss310B

//Feature Carried: CAVEHILL ROAD Feature Crossed: LAUGHERY CREEK

188

Section 1. Listing of Historic Bridges00038

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6900032Ripley NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 55.9 085 21.9Stone arch811

//Feature Carried: OLD MICHIGAN ROAD Feature Crossed: BIG CREEK

00046

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible6900033Ripley NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 04.1 085 14.3Timber covered bridge710

//Feature Carried: CO. RD. 40S Feature Crossed: LAUGHERY CREEK

00050

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6900037Ripley

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 03.6 085 20.6

Stone arch811

//

Feature Carried: CO. RD. 100S Feature Crossed: NORTH FORK BIG GRAHAM CK

00061

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6900046Ripley

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 08.6 085 16.1Stone arch811

//Feature Carried: FINKE ROAD Feature Crossed: TRIB. TO LAUGHERY CREEK

189

Section 1. Listing of Historic Bridges00070

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6900053Ripley

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 10.2 085 20.3Stone arch811

//Feature Carried: CO. RD. 650N Feature Crossed: LITTLE OTTER CREEK

00073

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6900055Ripley

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 08.9 085 21.7Stone arch811

//Feature Carried: CO. RD. 500N Feature Crossed: OTTER CREEK

00080

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6900063Ripley

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 07.0 085 24.8Stone arch811

//Feature Carried: CO. RD. 850W Feature Crossed: BRUSH CREEK

190

Section 1. Listing of Historic Bridges00132

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible6900106Ripley

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 12.3 085 24.9Continuous reinforced concrete slab

201A//

Feature Carried: CO. RD. 875W Feature Crossed: NORTH FORK

00133

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6900109Ripley

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 11.4 085 26.1

Reinforced concrete girder (trans girder) floor beam system

103

//

Feature Carried: BROWNSTOWN ROAD Feature Crossed: VERNON FK MUSCATATUCK RV

00094

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register7000084Rush NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 38.0 085 25.0Timber covered bridge710

//Feature Carried: ROAD 150 NORTH Feature Crossed: FLATROCK RIVER

00100

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register7000090Rush NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 39.3 085 24.6Timber covered bridge710

//Feature Carried: ROAD 300 NORTH Feature Crossed: FLATROCK RIVER

191

Section 1. Listing of Historic Bridges00110

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7000099Rush NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 40.3 085 32.9Reinforced concrete arch111A

//Feature Carried: ROAD 550 WEST Feature Crossed: FARMERS STREAM

00112

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register7000101Rush NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 39.6 085 32.4Timber covered bridge710

//Feature Carried: OFFUTT BRIDGE ROAD Feature Crossed: LITTLE BLUE RIVER

00118

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7000106Rush NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 40.2 085 32.0Reinforced concrete arch111A

//Feature Carried: ROAD 400 NORTH Feature Crossed: LITTLE BLUE RIVER

00146

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register7000132Rush NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 31.0 085 31.8Timber covered bridge710

//Feature Carried: ROAD 650 SOUTH Feature Crossed: FLATROCK RIVER

00188

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register7000173Rush NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 30.2 085 28.0Steel thru truss310B

//Feature Carried: NORTH RAILROAD ST. Feature Crossed: LITTLE FLATROCK

192

Section 1. Listing of Historic Bridges00057

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible7200043Scott

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 39.9 085 38.2Continuous reinforced concrete slab

201A//

Feature Carried: PLYMOUTH ROAD Feature Crossed: TOWN CREEK

009-73-01994B

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2410Shelby NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 237 85 455Steel thru truss310B

//Feature Carried: SR 9 Feature Crossed: FLATROCK RIVER

009-73-03635A

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible2430Shelby NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 273 85 456Reinforced concrete arch111A

//Feature Carried: SR 9 Feature Crossed: N BRANCH LEWIS CREEK

044-73-03332A

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible16410Shelby NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 298 85 570Steel thru truss310B

//Feature Carried: SR 44 Feature Crossed: SUGAR CREEK

00008

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7300008Shelby NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 41.7 085 53.8Reinforced concrete arch111A

//Feature Carried: ROAD 600 WEST Feature Crossed: SUGAR CREEK

193

Section 1. Listing of Historic Bridges00013

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7300013Shelby NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 37.4 085 56.9Iron thru truss910A

//Feature Carried: ROAD 875 WEST Feature Crossed: BUCK CREEK

00023

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7300023Shelby NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 35.1 085 44.1Rein conc girder (trans girder) floor beam system

103//

Feature Carried: ROAD 400 NORTH Feature Crossed: FOREMANS BRANCH

00031

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible7300031Shelby

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important his

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 36.1 085 37.9Steel thru truss310B

//Feature Carried: ROAD 800 EAST Feature Crossed: LITTLE BLUE RIVER

00036

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7300036Shelby NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 28.9 085 38.9Reinforced concrete arch111A

//Feature Carried: ROAD 300 SOUTH Feature Crossed: CONNS CREEK

00041

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7300041Shelby NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 33.8 085 56.3Steel thru truss310B

//Feature Carried: ROAD 275 NORTH Feature Crossed: SUGAR CREEK

194

Section 1. Listing of Historic Bridges00049

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7300049Shelby NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 34.9 085 55.3Reinforced concrete arch111A

//Feature Carried: ROAD 400 NORTH Feature Crossed: SUGAR CREEK

00093

Rationale: Crossing likely built by state for State Route 6 and represents ISHC's early development of the state highway system.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible7300084Shelby NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 27.8 085 39.2Reinforced concrete arch111A

//Feature Carried: MICHIGAN ROAD Feature Crossed: CONNS CREEK

00097

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge exhibits the important contributions made by a nationally recognized engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible7300088Shelby

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 23.6 085 55.4Steel pony truss310A

//Feature Carried: EDINBURGH ROAD Feature Crossed: BRANCH OF BIG BLUE RIVER

195

Section 1. Listing of Historic Bridges00117

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible7300105Shelby

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 26.3 085 40.4Steel pony truss310A

//Feature Carried: ROAD 600 SOUTH Feature Crossed: CONNS CREEK

00127

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible7300115Shelby

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 23.6 085 50.7Steel pony truss310A

//Feature Carried: ROAD 900 SOUTH Feature Crossed: SLASH CREEK

00128

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible7300116Shelby

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 25.3 085 45.9Steel pony truss310A

//Feature Carried: ROAD 75 EAST Feature Crossed: SOUTH FORK LEWIS CREEK

196

Section 1. Listing of Historic Bridges00129

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7300117Shelby NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 26.2 085 46.2Rein conc girder (trans girder) floor beam system

103//

Feature Carried: ROAD 25 EAST Feature Crossed: MIDDLE FORK LEWIS CREEK

00134

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible7300122Shelby

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 26.1 085 40.0Stone arch811

//Feature Carried: ROAD 600 EAST Feature Crossed: DEER CREEK

00136

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible7300124Shelby

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 25.7 085 44.5Steel pony truss310A

//Feature Carried: ROAD 200 EAST Feature Crossed: SOUTH FORK LEWIS CREEK

197

Section 1. Listing of Historic Bridges00147

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.Rationale: Employing multiple thru-truss spans allows significant distances to be achieved, while substantially limiting the amount of substructure construction required, and represents an important variation in the design of the overall structure.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible7300135Shelby

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 25.1 085 38.0Steel thru truss310B

//Feature Carried: MOUND ROAD Feature Crossed: FLATROCK RIVER

00149

Rationale: Associated with the Michigan Road, one of Indiana's early significant transportation routes.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible7300137Shelby NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 27.7 085 39.1Stone arch811

//Feature Carried: ROAD 450 SOUTH Feature Crossed: CONNS CREEK

198

Section 1. Listing of Historic Bridges00183

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7300152Shelby NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 22.5 085 48.5

Reinforced concrete slab101A

//

Feature Carried: ROAD 150 WEST Feature Crossed: FLATROCK RIVER OVERFLOW

00037

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible7400034Spencer

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)37 52.6 087 14.4Reinforced concrete arch111A

//Feature Carried: CR 80 SOUTH Feature Crossed: CLEAR CREEK

00114

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible7400106Spencer

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 04.9 086 49.9

Reinforced concrete slab101A

//

Feature Carried: CR 1350 NORTH Feature Crossed: MIDDLE FK CROOKED CREEK

00132

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7400120Spencer NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 01.0 086 51.9

Reinforced concrete arch111A

//

Feature Carried: CR 905 NORTH Feature Crossed: MIDDLE FK CROOKED CREEK

199

Section 1. Listing of Historic Bridges00238

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible7400237Spencer

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 08.4 086 59.9Continuous steel beam402A

//Feature Carried: CR 300 EAST Feature Crossed: N FK LITTLE PIGEON CREEK

00255

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7400193Spencer NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)37 54.2 087 14.8Reinforced concrete arch111A

//Feature Carried: CR 100 NORTH Feature Crossed: WILLOW POND DITCH

00259

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible7400196Spencer

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important his

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 03.8 086 50.9Reinforced concrete arch111A

//Feature Carried: CR 1100 EAST Feature Crossed: BR MIDDLE FK CROOKED CR

00273

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible7400205Spencer

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)37 55.5 087 15.4Reinforced concrete slab101A

//Feature Carried: CR 250 NORTH Feature Crossed: BR BAKER CREEK

200

Section 1. Listing of Historic Bridges00308

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible7400168Spencer

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 04.6 086 55.4

Reinforced concrete arch111A

//

Feature Carried: CR 700 EAST Feature Crossed: BRANCH OF CROOKED CREEK

0151A

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register7400139Spencer NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 06.2 086 46.6Timber covered bridge710

//Feature Carried: CR 1475 EAST Feature Crossed: ANDERSON RIVER

(933)31-71-02037

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible11048St. Joseph

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 415 86 151Riveted plate girder-floor beam system

303F//

Feature Carried: EAST BANK TRAIL Feature Crossed: SR 933

(933)31-71-03690

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

11046St. Joseph NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 413 86 151Reinforced concrete arch111A

//Feature Carried: SR 933 Feature Crossed: ST. JOSEPH RIVER

201

Section 1. Listing of Historic Bridges00203

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7100052St. Joseph NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 40.0 086 10.0Reinforced concrete arch111A

//Feature Carried: MISHAWAKA AVENUE Feature Crossed: ST. JOSEPH RIVER

00205

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7100051St. Joseph NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 39.6 086 11.8Reinforced concrete arch111A

//Feature Carried: LOGAN STREET Feature Crossed: ST. JOSEPH RIVER

00206

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7100033St. Joseph NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 39.6 086 12.9Reinforced concrete arch - open spandrel

111B//

Feature Carried: IRONWOOD DRIVE Feature Crossed: ST. JOSEPH RIVER

00207

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7100088St. Joseph NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 39.6 086 13.5Reinforced concrete arch - open spandrel

111B//

Feature Carried: TWYCKENHAM DRIVE Feature Crossed: ST. JOSEPH R.& N.S. BLVD

00209

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

7100037St. Joseph NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 40.5 086 14.7Reinforced concrete arch111A

//Feature Carried: JEFFERSON BLVD. Feature Crossed: ST. JOSEPH RIVER

00210

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register7100047St. Joseph NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 40.8 086 15.2Reinforced concrete arch111A

//Feature Carried: LASALLE STREET Feature Crossed: ST. JOSEPH RIVER

202

Section 1. Listing of Historic Bridges00211

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7100002St. Joseph NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 41.6 086 15.7Reinforced concrete arch111A

//Feature Carried: ANGELA BOULEVARD Feature Crossed: ST. JOSEPH RIVER

00213

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register7100019St. Joseph NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 43.8 086 16.1Iron thru truss910A

//Feature Carried: WALKING PATH Feature Crossed: ST. JOSEPH RIVER

00214

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.Rationale: Early use of welding represents the initial application of a highly important innovation in metal bridge construction.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible7100006St. Joseph

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 44.7 086 16.4Composite steel girder302H

//Feature Carried: AUTEN ROAD Feature Crossed: ST. JOSEPH RIVER

00216

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7100119St. Joseph NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 40.7 086 03.7Reinforced concrete arch - open spandrel

111B//

Feature Carried: ASH ROAD Feature Crossed: ST JOSEPH RIVER

203

Section 1. Listing of Historic Bridges

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

EligibleXX003Starke

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)Iron thru truss910A

//Feature Carried: CR 1100W Feature Crossed: OLD KANKAKEE RIVER

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

EligibleXX027Starke

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)

Steel pony truss310A

//

Feature Carried: Wythogan Park, Main and Water Streets in Knox

Feature Crossed: Former RR bed for NYC RR

204

Section 1. Listing of Historic Bridges[00141]

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

EligibleXX028Starke

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)Steel pony truss310A

//Feature Carried: COUNTY ROAD 600 N. Feature Crossed: ROBBINS DITCH

00013

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible7500008Starke

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 25.1 086 34.9Continuous reinforced concrete slab

201A//

Feature Carried: COUNTY ROAD 600 E Feature Crossed: ROBBINS DITCH

154-77-03636A

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible27680Sullivan NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 73 87 357Steel pony truss310A

//Feature Carried: SR 154 Feature Crossed: TURMAN CREEK

205

Section 1. Listing of Historic Bridges00006

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7700006Sullivan NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 54.2 087 17.8Reinforced concrete arch111A

//Feature Carried: S. COUNTY LINE RD. Feature Crossed: BRANCH OF POLLARD DITCH

00018

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7700018Sullivan NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 55.0 087 15.7Reinforced concrete girder

102A//

Feature Carried: ROAD 1100 SOUTH Feature Crossed: POLLARD DITCH

00121

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: Metal substructures and caissons, often patented structural elements, provide an important construction feature within this bridge type.

Rationale: This bridge exhibits the important contributions made by a nationally recognized engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible7700108Sullivan

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 02.5 087 24.0Iron thru truss910A

//Feature Carried: ROAD 300 SOUTH Feature Crossed: BUSSERON CREEK

206

Section 1. Listing of Historic Bridges00137

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7700123Sullivan NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 00.3 087 19.8Rein conc girder (trans girder) floor beam system

103//

Feature Carried: ROAD 400 EAST Feature Crossed: MIDDLE FORK CREEK

00147

Rationale: A bridge carrying intersecting roadways endures live-load forces moving in two directions requiring specially engineered substructures and/or superstructure, resulting in an innovative design.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible7700130Sullivan

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 02.0 087 14.3Reinforced concrete girder

102A//

Feature Carried: ROAD 350 SOUTH Feature Crossed: UNNAMED DITCH

00236

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible7700200Sullivan

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 08.8 087 33.0Reinforced concrete slab101A

//Feature Carried: ROAD 425 NORTH Feature Crossed: BRANCH OF TURMAN CREEK

207

Section 1. Listing of Historic Bridges00253

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Metal substructures and caissons, often patented structural elements, provide an important construction feature within this bridge type.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible7700212Sullivan

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 10.0 087 30.3Steel thru truss310B

//Feature Carried: ROAD 550 WEST Feature Crossed: SUGAR CREEK

00303

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7700255Sullivan NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 14.3 087 16.7Reinforced concrete girder

102A//

Feature Carried: ROAD 1050 NORTH Feature Crossed: HOOKER CREEK

026-79-03346B

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible6690Tippecanoe

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 251 86 461

Steel thru truss310B

//

Feature Carried: SR 26 Feature Crossed: SOUTH FORK WILDCAT CREEK

208

Section 1. Listing of Historic Bridges052-79-01784DEBL

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.Rationale: Early fabrication and use of rolled metal truss members represents the initial application of an important innovation in metal bridge construction.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible19010Tippecanoe

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 271 86 537Steel deck truss309

//Feature Carried: US 52 EBL Feature Crossed: WABASH RIVER & SR 43

209

Section 1. Listing of Historic Bridges225-79-04016F

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.Rationale: Metal substructures and caissons, often patented structural elements, provide an important construction feature within this bridge type.Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible29150Tippecanoe

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 298 86 494Steel thru truss310B

//Feature Carried: SR 225 Feature Crossed: WABASH RIVER

00036

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge exhibits important contributions made by multiple engineers, designers, fabricators or builders and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible7900021Tippecanoe

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 19.6 086 43.1Riveted plate girder - floor beam system

303F//

Feature Carried: 1000E Feature Crossed: BR S FORK WILDCAT CREEK

210

Section 1. Listing of Historic Bridges00151

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible7900102Tippecanoe NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 32.5 086 45.9Reinforced concrete arch111A

//Feature Carried: PRETTY PRAIRIE RD Feature Crossed: TIPPECANOE RIVER

U0507

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible7900160Tippecanoe

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 25.1 086 52.6Reinforced concrete rigid frame

107A//

Feature Carried: 18TH STREET Feature Crossed: FERRY STREET

00003

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible8000003Tipton

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 22.1 086 09.6Continuous reinforced concrete slab

201A//

Feature Carried: ROAD 450 NORTH Feature Crossed: MUD CREEK

00009

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible8000009Tipton

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 16.4 086 12.8Reinforced concrete slab101A

//Feature Carried: ROAD 1050 WEST Feature Crossed: WILBERT CRUM DITCH

211

Section 1. Listing of Historic Bridges00059

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible8000051Tipton

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 20.7 085 56.3Reinforced concrete girder

102A//

Feature Carried: ROAD 400 EAST Feature Crossed: SCHLATER DITCH

041-82-03286GSBL

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible14310Vanderburgh NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 3 87 324Steel thru truss310B

//Feature Carried: US 41 SBL Feature Crossed: PIGEON CREEK

057-82-03445A

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible20480Vanderburgh NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 74 87 289Continuous reinforced concrete slab

201A//

Feature Carried: SR 57 Feature Crossed: BIG BLUE GRASS CREEK

062-82-03958A

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible21960Vanderburgh

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)37 587 87 366Cont reinforced concrete rigid frame

207A//

Feature Carried: BARKER AVENUE Feature Crossed: SR 62

212

Section 1. Listing of Historic Bridges00620

Rationale: Cantilevered spans allow greater bridge lengths to be achieved than could be gained with simple-span construction, representing of a highly important innovation in beam bridge construction.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible8200007Vanderburgh

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)37 58.8 087 35.3Steel deck truss309

//Feature Carried: FRANKLIN STREET Feature Crossed: PIGEON CREEK

00810

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: This bridge displays notable ornamentation in the use of decorative portal elements.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible8200071Vanderburgh

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 01.3 087 27.6Steel thru truss310B

//Feature Carried: HECKEL ROAD Feature Crossed: BLUEGRASS CREEK

213

Section 1. Listing of Historic Bridges036-83-03492A

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.Rationale: Metal substructures and caissons, often patented structural elements, provide an important construction feature within this bridge type.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible11480Vermillion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 476 87 225Steel thru truss310B

//Feature Carried: US 36 Feature Crossed: WABASH RIVER

163-83-05325A

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible28430Vermillion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 394 87 238Continuous steel girder402B

//Feature Carried: SR 163 Feature Crossed: WABASH RIVER

00046

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge exhibits the important contributions made by a nationally recognized engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible8300030Vermillion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 48.0 087 26.6Riveted plate girder - floor beam system

303F//

Feature Carried: CO. RD. 130E Feature Crossed: BUCK CREEK

214

Section 1. Listing of Historic Bridges00067

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register8300038Vermillion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 53.5 087 26.5Timber covered bridge710

//Feature Carried: CO. RD. 50N Feature Crossed: LITTLE VERMILION RIVER

00070

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: A progression of raised and extended spans designed to solve site engineering problems represents an important variation in the design of the overall structure.Rationale: Substructures constructed of brick are extremely rare and represent a distinctive method of construction within the overall structure design.

Rationale: This bridge exhibits important contributions made by multiple engineers, designers, fabricators or builders and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible8300040Vermillion

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 54.7 087 30.5Riveted plate girder - floor beam system

303F//

Feature Carried: CO. RD. 250 W Feature Crossed: LITTLE VERMILION RIVER

00071

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register8300086Vermillion NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 58.1 087 28.2Timber covered bridge710

//Feature Carried: CO. RD. 40W Feature Crossed: VERMILION RIVER

215

Section 1. Listing of Historic Bridges040-84-01637A

Rationale: Crossing built to serve Main Market No. 3 and represents ISHC's early development of the state highway system and pre-World War II widening to serve as a U.S. Highway.

Rationale: Flared wingwalls represent an unusual design feature within the concrete arch construction.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible13620Vigo NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 292 87 185Reinforced concrete arch - under fill

119B//

Feature Carried: US 40 Feature Crossed: LOST CREEK

150-84-01708A

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible27380Vigo

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 333 87 269Reinforced concrete arch - under fill

119B//

Feature Carried: US 150 Feature Crossed: TALLEY CREEK

00006

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible8400005Vigo NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 17.3 087 18.3Reinforced concrete girder

102A//

Feature Carried: FRENCH DRIVE Feature Crossed: BUSSERON CREEK

00007

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible8400006Vigo NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 16.4 087 14.6Reinforced concrete girder

102A//

Feature Carried: DOWELL DRIVE Feature Crossed: WATKINS CREEK

216

Section 1. Listing of Historic Bridges00018

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible8400012Vigo

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 16.6 087 21.1

Reinforced concrete arch111A

//

Feature Carried: BRIGGS STREET Feature Crossed: WEST FORK BUSSERON CREEK

00037

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible8400021Vigo NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 17.2 087 22.2Reinforced concrete arch111A

//Feature Carried: FARMERSBURG STREET Feature Crossed: TURMAN CREEK

00077

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible8400056Vigo NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 17.3 087 29.2Steel pony truss310A

//Feature Carried: FRENCH DRIVE Feature Crossed: PRAIRIE CREEK

00091

Rationale: Horizontally curved, cambered and Camelback girders are unusual variations within this bridge type designed to solve a unusual site condition or span greater distances than traditional girder bridges.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible8400067Vigo

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 22.1 087 21.6Rein conc girder (trans girder) floor beam system

103//

Feature Carried: EATON DRIVE Feature Crossed: BRANCH OF HONEY CREEK

217

Section 1. Listing of Historic Bridges00095

Rationale: Horizontally curved, cambered and Camelback girders are unusual variations within this bridge type designed to solve a unusual site condition or span greater distances than traditional girder bridges.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible8400069Vigo

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 25.2 087 17.1

Reinforced concrete girder

102A

//

Feature Carried: MOYER DRIVE Feature Crossed: OVERFLOW OF HONEY CREEK

00151

Rationale: Reinforced concrete stringers, fish-belly floor beams, and/or jack-arch systems used in floor system design represent an unusual variation within this bridge type.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible8400113Vigo

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 28.9 087 28.1Steel pony truss310A

//Feature Carried: GANNON ROAD Feature Crossed: EAST LITTLE SUGAR CREEK

00194

Rationale: Horizontal curved decks represent an important bridge construction technique requiring specially engineered substructures and/or superstructures.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible8400148Vigo

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 31.7 087 20.8Prestressed concrete I-beam

502//

Feature Carried: ROSEDALE ROAD Feature Crossed: OTTER CREEK

218

Section 1. Listing of Historic Bridges00208

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible8400161Vigo

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 32.8 087 12.8Reinforced concrete slab101A

//Feature Carried: EPPERT STREET Feature Crossed: PIT RUN

00252

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible8400172Vigo NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 26.8 087 29.9Reinforced concrete arch111A

//Feature Carried: OLD NATIONAL ROAD Feature Crossed: CLEAR CREEK

00321

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible8400210Vigo NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 30.0 087 23.6Reinforced concrete arch111A

//Feature Carried: LAFAYETTE AVENUE Feature Crossed: LOST CREEK

00322

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible8400211Vigo

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 30.1 087 23.9Prestressed concrete box beam-multiple

505//

Feature Carried: 13TH STREET Feature Crossed: LOST CREEK

219

Section 1. Listing of Historic Bridges00018

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register8500045Wabash NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 54.9 085 55.4Timber covered bridge710

//Feature Carried: ROAD 700 WEST Feature Crossed: EEL RIVER

00041

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible8500135Wabash NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 50.6 085 38.8Reinforced concrete arch111A

//Feature Carried: ROAD 100 NORTH Feature Crossed: WABASH RIVER

00165

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: Metal substructures and caissons, often patented structural elements, provide an important construction feature within this bridge type.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible8500535Wabash

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 01.0 085 44.3Steel thru truss310B

//Feature Carried: ROAD 325 EAST Feature Crossed: EEL RIVER

00181

Rationale: This bridge uses a distinctive construction method to address the engineering challenge of its substantial skew.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible8500585Wabash

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 46.2 085 55.3Continuous reinforced concrete slab

201A//

Feature Carried: ROAD 700 WEST Feature Crossed: UNGER DITCH

220

Section 1. Listing of Historic Bridges00505

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible8500635Wabash NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 47.6 085 48.6Reinforced concrete arch111A

//Feature Carried: FERRY STREET Feature Crossed: CHARLEY CR.; VERMONT ST.

00506

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible8500640Wabash NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 47.7 085 48.9Reinforced concrete arch111A

//Feature Carried: HUNTINGTON STREET Feature Crossed: WABASH RIVER

00645

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register8500685Wabash NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 59.8 085 45.9Timber covered bridge710

//Feature Carried: MILL STREET Feature Crossed: EEL RIVER

026-86-01572A

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible6620Warren

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 276 87 217Steel pony truss310A

//Feature Carried: SR 26 Feature Crossed: MUD PINE CREEK

221

Section 1. Listing of Historic Bridges055-86-03502B

Rationale: Early fabrication and use of rolled metal truss members represents the initial application of an important innovation in metal bridge construction.Rationale: Cantilevered spans allow greater bridge lengths to be achieved than could be gained with simple-span construction, representing of a highly important innovation in beam bridge construction.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible19740Warren

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 183 87 158Steel deck truss309

//Feature Carried: SR 55 Feature Crossed: BIG PINE CREEK

00023

Rationale: Early use of welding represents the initial application of a highly important innovation in metal bridge construction.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible8600020Warren

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 15.9 087 24.5Steel pony truss310A

//Feature Carried: CR 350 SOUTH Feature Crossed: REDWOOD CREEK

222

Section 1. Listing of Historic Bridges00036

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.Rationale: Metal substructures and caissons, often patented structural elements, provide an important construction feature within this bridge type.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge displays notable ornamentation in the use of decorative portal elements.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible8600029Warren

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 15.3 087 18.0Steel thru truss310B

//Feature Carried: CR 100 EAST Feature Crossed: WABASH RIVER

00075

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible8600062Warren NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 22.8 087 07.4Steel deck truss309

//Feature Carried: CR 450 NORTH Feature Crossed: LITTLE PINE CREEK

223

Section 1. Listing of Historic Bridges00089

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early fabrication and use of rolled metal truss members represents the initial application of an important innovation in metal bridge construction.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible8600075Warren

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 24.9 087 19.2Steel pony truss310A

//Feature Carried: BRISCOE STATION RD Feature Crossed: BIG PINE CREEK

00092

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: This bridge exhibits the important contributions made by a nationally recognized engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible8600078Warren

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 27.9 087 14.1Steel thru truss310B

//Feature Carried: CR 450 EAST Feature Crossed: BIG PINE CREEK

224

Section 1. Listing of Historic Bridges00140

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible8700045Warrick

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 05.7 087 24.1Continuous steel beam402A

//Feature Carried: NEW HARMONY ROAD Feature Crossed: TRIB OF PIGEON CREEK

00259

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible8700117Warrick

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)37 59.0 087 19.5Steel pony truss310A

//Feature Carried: HOFFMAN ROAD Feature Crossed: CYPRESS CREEK

00271

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible8700123Warrick NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)37 54.6 087 17.7Iron thru truss910A

//Feature Carried: YANKEETOWN ROAD Feature Crossed: LITTLE PIGEON CREEK

00273

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible8700124Warrick NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)37 56.5 087 15.1Iron thru truss910A

//Feature Carried: BONER ROAD Feature Crossed: LITTLE PIGEON CREEK

225

Section 1. Listing of Historic Bridges00310

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible8700147Warrick

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)37 58.5 087 13.9Steel pony truss310A

//Feature Carried: MYERS ROAD Feature Crossed: CANEY CREEK

00371

Rationale: Employing multiple thru-truss spans allows significant distances to be achieved, while substantially limiting the amount of substructure construction required, and represents an important variation in the design of the overall structure.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible8700170Warrick

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)37 54.6 087 16.3Steel thru truss310B

//Feature Carried: OLD HIGHWAY 66 Feature Crossed: LITTLE PIGEON CREEK

00039

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible8800027Washington

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 43.5 085 54.0Steel pony truss310A

//Feature Carried: FRANKLIN BOTTOMS Feature Crossed: CAMMIE THOMAS DITCH

226

Section 1. Listing of Historic Bridges00046

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible8800033Washington NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 43.1 085 55.6Reinforced concrete arch111A

//Feature Carried: ELK CREEK ROAD Feature Crossed: ELK CREEK

00058

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible8800038Washington

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 35.1 085 58.8Steel pony truss310A

//Feature Carried: CANTON/S. BOSTON Feature Crossed: MIDDLE FORK BLUE RIVER

00060

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible8800040Washington NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 37.0 086 01.6Continuous reinforced concrete slab

201A//

Feature Carried: HARRISTOWN ROAD Feature Crossed: BR. WEST FORK BLUE RIVER

00105

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register8800071Washington NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 32.3 086 09.3Reinforced concrete arch111A

//Feature Carried: BECKS MILL ROAD Feature Crossed: MILL CREEK

00113

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible8800075Washington NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 27.6 086 11.1Steel thru truss310B

//Feature Carried: FREDRICKSBURG ROAD Feature Crossed: SOUTH FORK BLUE RIVER

227

Section 1. Listing of Historic Bridges20002

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Listed in the National Register8800133Washington NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)38 30.1 086 00.6Iron thru truss910A

//Feature Carried: MAIN STREET Feature Crossed: SOUTH FORK BLUE RIVER

027-89-03748

Rationale: This bridge displays the use of non-standard decorative railing combined with other aesthetic treatments to provide notable ornamentation.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible7210Wayne

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 506 84 534

Reinforced concrete arch111A

//

Feature Carried: US 27 Feature Crossed: E FORK WHITEWATER RIVER

040-89-00338B

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Contributing resource in a listed historic district

14080Wayne NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 488 85 100Reinforced concrete arch111A

//Feature Carried: US 40 Feature Crossed: WHITEWATER RIVER

040-89-01291ADJ

Rationale: Bridge is associated with Dixie Highway and development of the state's transportation system.

This bridge is eligible under Criterion A as it has a direct and important association with a significant transportation route or is located at an important crossing. Further, it retains the historic integrity necessary to convey its historical significance.

This bridge does not appear to possess significance under the National Register evaluation system for Criterion C. No evidence was found during data collection activities to indicate that this bridge is an important example of bridge design, engineering, or construction. As such, it is recommended not eligible under Criterion C.

Eligible14135Wayne NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 489 85 47Reinforced concrete girder

102A//

Feature Carried: HISER STATION ROAD Feature Crossed: HISER CREEK

228

Section 1. Listing of Historic Bridges00173

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible8900126Wayne NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 53.9 085 02.5Reinforced concrete girder

102A//

Feature Carried: MINERAL SPRINGS RD Feature Crossed: GREENS FORK

00191

Rationale: This bridge displays exceptional overall or main span length for its type representing an innovative design and/or construction method.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible8900141Wayne

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 52.9 085 09.7Reinforced concrete girder

102A//

Feature Carried: HEINEY ROAD Feature Crossed: WHITEWATER RIVER

00197

This bridge may be part of historic district eligible under Criterion A; however, evaluation of historic districts is beyond the scope of the inventory.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge displays the use of non-standard decorative railing combined with other aesthetic treatments to provide notable ornamentation.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible8900147Wayne

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 54.6 085 10.2Reinforced concrete arch - under fill

119B//

Feature Carried: TURNPIKE ROAD Feature Crossed: NETTLE CREEK

229

Section 1. Listing of Historic Bridges00213

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

Rationale: Early use of riveting or bolting represents the initial application of a new metal bridge construction technique.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible8900160Wayne

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 58.5 085 08.9Steel pony truss310A

//Feature Carried: CHARLES ROAD Feature Crossed: WHITEWATER RIVER

00701

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible8900215Wayne NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)39 49.2 084 53.9Reinforced concrete arch - open spandrel

111B//

Feature Carried: SOUTH G STREET Feature Crossed: WHITEWATER RIVER

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligibleXX011Wells NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)Iron thru truss910A

//Feature Carried: SR 316 Feature Crossed: Wabash River

001-90-00230A

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible380Wells NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 446 85 103Reinforced concrete arch111A

//Feature Carried: SR 1 Feature Crossed: WABASH RIVER

230

Section 1. Listing of Historic Bridges00059

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible9000048Wells NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 36.6 085 19.1Steel thru truss310B

//Feature Carried: CR 900S Feature Crossed: SALAMONIE RIVER

00066

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible9000052Wells NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 34.9 085 18.9Steel thru truss310B

//Feature Carried: CR 1100S Feature Crossed: SALAMONIE RIVER

00074

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible9000058Wells NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 43.9 085 17.9Steel pony truss310A

//Feature Carried: CR 400W Feature Crossed: ROCK CREEK

00106

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible9000080Wells NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 45.5 085 18.6Reinforced concrete arch111A

//Feature Carried: CR 100N Feature Crossed: ROCK CREEK

00112

Rationale: Non-uniform truss webs incorporated into truss bridges to account for extreme skew represent a highly important variation within this bridge type.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Eligible9000084Wells

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 54.9 085 19.2Steel pony truss310A

//Feature Carried: CR 500W Feature Crossed: EIGHTMILE CREEK

231

Section 1. Listing of Historic Bridges00121

Rationale: This bridge displays the use of non-standard decorative railing combined with other aesthetic treatments to provide notable ornamentation.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

Eligible9000089Wells

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 51.0 085 06.6Prestressed concrete box beam-multiple

505//

Feature Carried: CR 600E Feature Crossed: EIGHTMILE CREEK

00139

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible9000105Wells NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 54.0 085 14.5Reinforced concrete arch111A

//Feature Carried: CR 100W Feature Crossed: EIGHTMILE CREEK

00193

Rationale: Metal substructures and caissons, often patented structural elements, provide an important construction feature within this bridge type.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

Rationale: This bridge is important as one of six or fewer examples within a district of the Indiana Department of Transportation.

Eligible9000144Wells

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 48.1 085 16.8Steel thru truss310B

//Feature Carried: CR 300W Feature Crossed: WABASH RIVER

024-91-03731B

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible5940White NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 448 86 455Reinforced concrete arch - open spandrel

111B//

Feature Carried: US 24 Feature Crossed: TIPPECANOE RIVER

232

Section 1. Listing of Historic Bridges[00298]

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: Employing multiple thru-truss spans allows significant distances to be achieved, while substantially limiting the amount of substructure construction required, and represents an important variation in the design of the overall structure.

Rationale: This bridge exhibits the important contributions made by a nationally recognized engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge displays notable ornamentation in the use of decorative portal elements.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C because it represents a variation, evolution, or transition that is conveyed through important features or innovations related to bridge construction, design, or engineering, and it retains historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

This bridge is eligible under Criterion C because it possesses high artistic value as illustrated through its overall design, outstanding architectural treatment, or notable use of ornamentation, and it retains historic integrity necessary to convey design significance.

EligibleXX026White

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)Iron thru truss910A

//Feature Carried: Tioga Road Feature Crossed: Lake Freeman

233

Section 1. Listing of Historic Bridges00156

Rationale: This bridge represents the earliest period of timber, metal, or concrete construction in the state.

Rationale: This bridge exhibits the important contributions made by an accomplished Indiana engineer, designer, fabricator or builder and displays distinctive engineering and/or aesthetic characteristics.

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

This bridge is eligible under Criterion C since it represents a significant phase or feature of the work of a master. It is distinguishable when compared with similar structures and retains historic integrity necessary to convey engineering or design significance.

Eligible9100123White

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 43.3 086 58.0Iron pony truss910B

//Feature Carried: 500 WEST Feature Crossed: HOAGLAND DITCH

00270

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible9100204White NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)40 35.7 086 46.5Reinforced concrete arch111A

//Feature Carried: SPRINGBORO ROAD Feature Crossed: SPRING CREEK

005-92-01584A

This bridge has been previously listed or determined eligible for listing in the National Register or is a contributing resource within a historic district listed in the National Register. Therefore, this bridge was not reevaluated as part of this inventory project.

Previously determined eligible1540Whitley NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 50 85 377Reinforced concrete arch111A

//Feature Carried: SR 5 Feature Crossed: EEL RIVER

234

Section 1. Listing of Historic Bridges00041

Rationale: This bridge is distinctive because it exemplifies an uncommon highway bridge type in Indiana.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible9200036Whitley

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 02.8 085 38.3Reinforced concrete box girder - multiple

105//

Feature Carried: CR 800S Feature Crossed: HURRICANE CREEK

00055

Rationale: This bridge was built during the initial period of development or application of standards for its type in Indiana. As such, it represents an important phase in construction.

This bridge is eligible under Criterion C as it represents an early or distinctive phase in bridge construction, design, or engineering and it retains the historic integrity necessary to convey its engineering significance.

Eligible9200049Whitley

This bridge does not appear to possess significance under the National Register evaluation system for Criterion A. No evidence was found during data collection activities to indicate that this bridge possesses a significant association with important historical events or trends. As such, it is recommended not eligible under Criterion A.

NBI No.Bridge No.

Latitude (degrees/minutes) Longitude (degrees/minutes)41 12.4 085 25.6Prestressed concrete I-beam

502//

Feature Carried: RILEY ROAD Feature Crossed: BLUE RIVER

235