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