SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : RICE Segment Nbr :...

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : RICE Segment Nbr : 066-601-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4 Segment Length 4

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W CO LINE TO CSAH 4 Termini W CO LINE TO CSAH 4

2240 Present AADT 1755

2012 Year of Count 2016

1.4 Projection Factor 1.3

2240 Projected Traffic 1755

RURAL Design Type RURAL

3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )

1989 Latest Year SA funds 1989

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

4 * 1280397.01 / 60 * 25 *1.1

$2,347,395

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4 * 2376 * 57.98 / 20 * 25 $688,802

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4 * 13705.86 / 60 * 25 $22,843

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $2,347,395 + $688,802+ $22,843

$3,059,040



Status : Original


Original Current


6 Segment Length 6

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS



CSAH 4 TO MILLERSBURG Termini CSAH 4 TO MILLERSBURG










2014 SAP 066-601-023 RC&OL

2012 SAP 066-601-022 RECONST

Comments 2014 SAP 066-601-023 RC&OL

2012 SAP 066-601-022 RECONST


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


6 * 1280397.01 / 60 * 25 *1.1

$3,521,092


6 * 2376 * 57.98 / 20 * 25 $1,033,204


6 * 13705.86 / 60 * 25 $34,265


$0 + $3,521,092 +$1,033,204 + $34,265

$4,588,561



Status : Original


Original Current


1.4 Segment Length 1.4




MILLERSBURG TO CSAH 46 Termini MILLERSBURG TO CSAH 46










2012 SAP 066-601-022 RECONST Comments 2012 SAP 066-601-022 RECONST


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.4 * 1280397.01 / 60 * 25 *1.1

$821,588


1.4 * 2376 * 57.98 / 20 * 25 $241,081


1.4 * 13705.86 / 60 * 25 $7,995


$0 + $821,588 + $241,081+ $7,995

$1,070,664



Status : Original


Original Current






CSAH 46 TO I-35 Termini CSAH 46 TO I-35












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1280397.01 / 60 * 25 *1.1

$117,370


0.2 * 2376 * 57.98 / 20 * 25 $34,440


0.2 * 13705.86 / 60 * 25 $1,142


$0 + $117,370 + $34,440 +$1,142

$152,952



Status : Original


Original Current


4 Segment Length 4




I-35 TO W LIMS DUNDAS Termini I-35 TO W LIMS DUNDAS










RECONSTRUCTED GRADED 2010,SAP 66-601-019

Comments RECONSTRUCTED GRADED 2010,SAP 66-601-019


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4 * 1280397.01 / 60 * 25 *1.1

$2,347,395


4 * 2376 * 57.98 / 20 * 25 $688,802


4 * 13705.86 / 60 * 25 $22,843


$0 + $2,347,395 + $688,802+ $22,843

$3,059,040



Status : Original


Original Current

DUNDAS Municipality DUNDAS





W LIM DUNDAS TO E. LIMITSDUNDAS

Termini W LIM DUNDAS TO E. LIMITSDUNDAS





URBAN Design Type URBAN

5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )




COMBINED SEGMENTS 050, 060AND 080 IN 2006, APS.

Comments COMBINED SEGMENTS 050, 060AND 080 IN 2006, APS.


Segment Override

Bridge Information Status: Original

Original Current

66515 Structure Number 66515

16.65 Milepoint 16.65

1978 Year Built 1978

CANNON RIVER (MAIN CHAN) Feature Crossed CANNON RIVER (MAIN CHAN)

Type of Service

Number of Spans

200.5 Bridge Length 200.5

55.2 Bridge Width 55.2

100% Shared Structure 100%

Comments

2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )


Original Current


16.7 Milepoint 16.7


CANNON RIVER (OVERFLOW) Feature Crossed CANNON RIVER (OVERFLOW)

Type of Service

Number of Spans




Comments

1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )

RailRoadCrossingInformation

Status: Original

Original Current

CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY

380362H USDOT Number 380362H

0.5 Located at Milepoint 0.5

1 Mainline Tracks 1

SIGNALS ONLY Protection Type SIGNALS ONLY

2003 Last Year Protection Upgraded 2003

48 Crossing Length 48

Last Year Surfaced

100% Percentage of Cost 100%

Comments



Computation Result


1 * 56250 / 40 * 25 $35,156


1.77 * 2904860.94 / 60 * 25* 1.15

$2,463,685


1.77 * 2904 * 57.98 / 15 * 25 $496,703


1.77 * 51162.01 / 60 * 25 $37,732

Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost

200.5 * 55.2 * 138 / 80 * 25* 1.15

$548,884


87.5 * 55.2 * 152 / 80 * 25 *1.15

$263,839

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

275000 / 25 * 25 $275,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

48 * 1350 / 25 * 25 $64,800

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Bridge + RRCrossing Protection + RRCrossing Surface

$35,156 + $2,463,685 +$496,703 + $37,732 +$548,884 + $263,839 +$275,000 + $64,800

$4,185,799



Status : Original


Original Current






E LIM DUNDAS TO TH 246 Termini E LIM DUNDAS TO TH 246










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


1.7 * 1280397.01 / 60 * 25 *1.1

$997,643


1.7 * 2376 * 57.98 / 20 * 25 $292,741


1.7 * 13705.86 / 60 * 25 $9,708


$35,156 + $997,643 +$292,741 + $9,708

$1,335,248



Status : Original


Original Current






LESUEUR CO. 28 TO 1.5 MI.NORTH

Termini LESUEUR CO. 28 TO 1.5 MI.NORTH










2012 SP 066-602-007 M&OL Comments 2012 SP 066-602-007 M&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 975142.53 / 60 * 25 *1.1

$670,410


1.5 * 2112 * 57.98 / 20 * 25 $229,601


1.5 * 32462.65 / 60 * 25 $20,289


$0 + $670,410 + $229,601+ $20,289

$920,300



Status : Original


Original Current






W CO LINE TO TH 19 Termini W CO LINE TO TH 19










SP 66-602-06 GRADE, SURFACEAND BRIDGE 66J17, LET 7-12-04(APS 1-24-05).

Comments SP 66-602-06 GRADE, SURFACEAND BRIDGE 66J17, LET 7-12-04(APS 1-24-05).


Segment Override

Culvert Information Status: Original

Original Current

66J17 Structure Number 66J17

4.12 Milepoint 4.12


CO DITCH # 25 Feature Crossed CO DITCH # 25

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

12 Culvert Width 12

6 Culvert Height 6

108 Culvert Length 108

71.9997271 Area of Waterway Opening 71.9997271


Comments

1 Culvert Group Code 1



Computation Result


0 * 56250 / 40 * 25 $0


4.1 * 1280397.01 / 60 * 25 *1.1

$2,406,079


4.1 * 2376 * 57.98 / 20 * 25 $706,022


4.1 * 13705.86 / 60 * 25 $23,414

Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost

108 * 71.9997271 * 15.47 /100 * 25 * 1.15

$34,585

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert

$0 + $2,406,079 + $706,022+ $23,414 + $34,585

$3,170,100



Status : Original


Original Current






SCOTT COUNTY LINE TO 0.20MILES SOUTH

Termini SCOTT COUNTY LINE TO 0.20MILES SOUTH










SAP 66-603-07, MILL ANDOVERLAY, LET 7-19-04 (APS 1-24-05).

Comments SAP 66-603-07, MILL ANDOVERLAY, LET 7-19-04 (APS 1-24-05).


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1280397.01 / 60 * 25 *1.1

$117,370


0.2 * 2376 * 57.98 / 20 * 25 $34,440


0.2 * 13705.86 / 60 * 25 $1,142


$0 + $117,370 + $34,440 +$1,142

$152,952



Status : Original


Original Current






0.20 MI S OF SCOTT CO LINE TOCSAH 5

Termini 0.20 MI S OF SCOTT CO LINE TOCSAH 5










SAP 66-603-07 MILL ANDOVERLAY, LET 7-19-04 (APS 1-24-05).

Comments SAP 66-603-07 MILL ANDOVERLAY, LET 7-19-04 (APS 1-24-05).


Segment Override


Original Current


0.63 Milepoint 0.63


PORTER CREEK Feature Crossed PORTER CREEK

Type of Service


12 Culvert Width 12

12 Culvert Height 12




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.4 * 1280397.01 / 60 * 25 *1.1

$1,408,437


2.4 * 2376 * 57.98 / 20 * 25 $413,281


2.4 * 13705.86 / 60 * 25 $13,706


142 * 113.00049859 * 15.47/ 100 * 25 * 1.15

$71,367


$0 + $1,408,437 + $413,281+ $13,706 + $71,367

$1,906,791



Status : Original


Original Current






CSAH 5 TO 0.3 MI E Termini CSAH 5 TO 0.3 MI E










SAP 66-603-008 Comments SAP 66-603-008


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 975142.53 / 60 * 25 *1.1

$134,082


0.3 * 2112 * 57.98 / 20 * 25 $45,920


0.3 * 32462.65 / 60 * 25 $4,058


$0 + $134,082 + $45,920 +$4,058

$184,060



Status : Original


Original Current






0.3 M E CSAH 5 TO CSAH 46 Termini 0.3 M E CSAH 5 TO CSAH 46













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.3 * 975142.53 / 60 * 25 *1.1

$1,474,903


3.3 * 2112 * 57.98 / 20 * 25 $505,122


3.3 * 32462.65 / 60 * 25 $44,636


$0 + $1,474,903 + $505,122+ $44,636

$2,024,661



Status : Revised


Original Current






TH 21 TO SO JCT CSAH 1 Termini TH 21 TO SO JCT CSAH 1










2016 SAP 066-604-006 TURN LANEPAVING @ CSAH 1

2014 SAP 066-604-005 RC&OL @INTERSECTION

Comments 2016 SAP 066-604-006 TURN LANEPAVING @ CSAH 1



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.3 * 975142.53 / 60 * 25 *1.1

$1,027,963


2.3 * 2112 * 57.98 / 20 * 25 $352,055


2.3 * 32462.65 / 60 * 25 $31,110


$0 + $1,027,963 + $352,055+ $31,110

$1,411,128



Status : Original


Original Current






SOUTH JUNCTION OF CSAH 1 TOSOUTH LIMITS OF LONSDALE N

Termini SOUTH JUNCTION OF CSAH 1 TOSOUTH LIMITS OF LONSDALE N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.3 * 1280397.01 / 60 * 25 *1.1

$1,349,752


2.3 * 2376 * 57.98 / 20 * 25 $396,061


2.3 * 13705.86 / 60 * 25 $13,135


$0 + $1,349,752 + $396,061+ $13,135

$1,758,948



Status : Original


Original Current

LONSDALE Municipality LONSDALE





SO LIM LONSDALE TO .25 MINORTH

Termini SO LIM LONSDALE TO .25 MINORTH










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 1280397.01 / 60 * 25* 1.1

$146,712


0.25 * 2376 * 57.98 / 20 * 25 $43,050


0.25 * 13705.86 / 60 * 25 $1,428


$0 + $146,712 + $43,050 +$1,428

$191,190



Status : Original


Original Current






0.25 MI N OF S LIM LONSDALE TOARIZONA AVE.

Termini 0.25 MI N OF S LIM LONSDALE TOARIZONA AVE.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.49 * 1280397.01 / 60 * 25* 1.1

$287,556


0.49 * 2376 * 57.98 / 20 * 25 $84,378


0.49 * 13705.86 / 60 * 25 $2,798


$0 + $287,556 + $84,378 +$2,798

$374,732



Status : Original


Original Current






ARIZONA AVE.THRU TH19 TOMAIN ST

Termini ARIZONA AVE.THRU TH19 TOMAIN ST










CO 93361, EXTEND SEG 0.15MFOR RENUMBER OF CSAH33

Comments CO 93361, EXTEND SEG 0.15MFOR RENUMBER OF CSAH33


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.39 * 2904860.94 / 60 * 25* 1.15

$542,846


0.39 * 2904 * 57.98 / 15 * 25 $109,443


0.39 * 51162.01 / 60 * 25 $8,314


$0 + $542,846 + $109,443+ $8,314

$660,603



Status : Original


Original Current






TH 19 TO CSAH 3 Termini TH 19 TO CSAH 3










SAP 66-605-06 WAS A MILL ANDOVERLAY IN 2007

Comments SAP 66-605-06 WAS A MILL ANDOVERLAY IN 2007


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.5 * 975142.53 / 60 * 25 *1.1

$1,564,291


3.5 * 2112 * 57.98 / 20 * 25 $535,735


3.5 * 32462.65 / 60 * 25 $47,341


$0 + $1,564,291 + $535,735+ $47,341

$2,147,367



Status : Original


Original Current


2 Segment Length 2




WEST COUNTY LINE TO 2.0 MILESE

Termini WEST COUNTY LINE TO 2.0 MILESE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 975142.53 / 60 * 25 * 1.1 $893,881


2 * 2112 * 57.98 / 20 * 25 $306,134


2 * 32462.65 / 60 * 25 $27,052


$0 + $893,881 + $306,134+ $27,052

$1,227,067



Status : Original


Original Current






2.0 M E OF CO LINE TO CR 52 Termini 2.0 M E OF CO LINE TO CR 52










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.3 * 975142.53 / 60 * 25 *1.1

$581,022


1.3 * 2112 * 57.98 / 20 * 25 $198,987


1.3 * 32462.65 / 60 * 25 $17,584


$0 + $581,022 + $198,987+ $17,584

$797,593



Status : Original


Original Current






C R 52 TO 0.5 MI E Termini C R 52 TO 0.5 MI E










INCORPORATED BYSUPPLEMENTAL AGREEMENT TOSAP 66-605-06 IN 2007, APS.PROJECT IS SAP 66-606-010.

Comments INCORPORATED BYSUPPLEMENTAL AGREEMENT TOSAP 66-605-06 IN 2007, APS.PROJECT IS SAP 66-606-010.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 975142.53 / 60 * 25 *1.1

$223,470


0.5 * 2112 * 57.98 / 20 * 25 $76,534


0.5 * 32462.65 / 60 * 25 $6,763


$0 + $223,470 + $76,534 +$6,763

$306,767



Status : Original


Original Current






0.5 M E COUNTY ROAD 52 TO TH19

Termini 0.5 M E COUNTY ROAD 52 TO TH19










INCORPORATED BYSUPPLEMENTAL AGREEMENT TOSAP 66-605-06 IN 2007, APS.PROJECT IS SAP 66-606-010.

Comments INCORPORATED BYSUPPLEMENTAL AGREEMENT TOSAP 66-605-06 IN 2007, APS.PROJECT IS SAP 66-606-010.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 975142.53 / 60 * 25 *1.1

$223,470


0.5 * 2112 * 57.98 / 20 * 25 $76,534


0.5 * 32462.65 / 60 * 25 $6,763


$0 + $223,470 + $76,534 +$6,763

$306,767



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.4 * 975142.53 / 60 * 25 *1.1

$1,966,537


4.4 * 2112 * 57.98 / 20 * 25 $673,496


4.4 * 32462.65 / 60 * 25 $59,515


$0 + $1,966,537 + $673,496+ $59,515

$2,699,548



Status : Original


Original Current






CSAH 46 TO FAI 35 Termini CSAH 46 TO FAI 35










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1280397.01 / 60 * 25 *1.1

$234,739


0.4 * 2376 * 57.98 / 20 * 25 $68,880


0.4 * 13705.86 / 60 * 25 $2,284


$0 + $234,739 + $68,880 +$2,284

$305,903



Status : Original


Original Current






FAI 35 TO CO RD 77 Termini FAI 35 TO CO RD 77










Comments


Segment Override


Status: Original

Original Current


380357L USDOT Number 380357L


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


2.6 * 1280397.01 / 60 * 25 *1.1

$1,525,806


2.6 * 2376 * 57.98 / 20 * 25 $447,722


2.6 * 13705.86 / 60 * 25 $14,848


275000 / 25 * 25 $275,000


40 * 1350 / 25 * 25 $54,000

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface

$0 + $1,525,806 + $447,722+ $14,848 + $275,000 +$54,000

$2,317,376



Status : Original


Original Current


1 Segment Length 1




COUNTY ROAD 77 TO TH 3 Termini COUNTY ROAD 77 TO TH 3










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1280397.01 / 60 * 25 *1.1

$586,849


1 * 2376 * 57.98 / 20 * 25 $172,201


1 * 13705.86 / 60 * 25 $5,711


$0 + $586,849 + $172,201+ $5,711

$764,761



Status : Original


Original Current






TH 3 TO SOUTH LIMITS DUNDAS Termini TH 3 TO SOUTH LIMITS DUNDAS










Comments


Segment Override


Original Current


4.73 Milepoint 4.73


WOLF CREEK Feature Crossed WOLF CREEK



Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.3 * 1280397.01 / 60 * 25 *1.1

$762,903


1.3 * 2376 * 57.98 / 20 * 25 $223,861


1.3 * 13705.86 / 60 * 25 $7,424


74 * 287.99998479 * 15.47 /100 * 25 * 1.15

$94,788


$0 + $762,903 + $223,861+ $7,424 + $94,788

$1,088,976



Status : Original


Original Current






SOUTH LIMITS DUNDAS TO .20 MIN. OF S LIMS

Termini SOUTH LIMITS DUNDAS TO .20 MIN. OF S LIMS










66-608-12 WAS DONE WITH LOCALFUNDS AND WE WILL APPLY FORLOCAL EFFORT

Comments 66-608-12 WAS DONE WITH LOCALFUNDS AND WE WILL APPLY FORLOCAL EFFORT


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 2904860.94 / 60 * 25 *1.15

$278,383


0.2 * 2904 * 57.98 / 15 * 25 $56,125


0.2 * 51162.01 / 60 * 25 $4,264


$0 + $278,383 + $56,125 +$4,264

$338,772



Status : Original


Original Current






.20 NORTH OF THE S LIMDUNDAS TO CSAH 1

Termini .20 NORTH OF THE S LIMDUNDAS TO CSAH 1










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.51 * 2904860.94 / 60 * 25* 1.15

$709,875


0.51 * 2904 * 57.98 / 15 * 25 $143,118


0.51 * 51162.01 / 60 * 25 $10,872


$0 + $709,875 + $143,118+ $10,872

$863,865



Status : Original


Original Current






CSAH 1 TO 1.3 MI SO Termini CSAH 1 TO 1.3 MI SO











Comments 2014 SAP 066-609-010 RC&OL @INTERSECTION


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.3 * 975142.53 / 60 * 25 *1.1

$581,022


1.3 * 2112 * 57.98 / 20 * 25 $198,987


1.3 * 32462.65 / 60 * 25 $17,584


$0 + $581,022 + $198,987+ $17,584

$797,593



Status : Original


Original Current






1.30 MI S OF CSAH 1 TO 3.5 MI SOF CSAH 1

Termini 1.30 MI S OF CSAH 1 TO 3.5 MI SOF CSAH 1










Comments


Segment Override


Original Current


1.5 Milepoint 1.5


STREAM Feature Crossed STREAM

Type of Service


14 Culvert Width 14

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.2 * 975142.53 / 60 * 25 *1.1

$983,269


2.2 * 2112 * 57.98 / 20 * 25 $336,748


2.2 * 32462.65 / 60 * 25 $29,757


90 * 100.99982648 * 15.47 /100 * 25 * 1.15

$40,429


$0 + $983,269 + $336,748+ $29,757 + $40,429

$1,390,203



Status : Original


Original Current






3.5 MI SOUTH OF CSAH 1 TOCSAH 46

Termini 3.5 MI SOUTH OF CSAH 1 TOCSAH 46










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.1 * 975142.53 / 60 * 25 *1.1

$1,832,455


4.1 * 2112 * 57.98 / 20 * 25 $627,576


4.1 * 32462.65 / 60 * 25 $55,457


$0 + $1,832,455 + $627,576+ $55,457

$2,515,488



Status : Original


Original Current






CSAH 46 TO CR 76 Termini CSAH 46 TO CR 76










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 975142.53 / 60 * 25 *1.1

$312,858


0.7 * 2112 * 57.98 / 20 * 25 $107,147


0.7 * 32462.65 / 60 * 25 $9,468


$0 + $312,858 + $107,147+ $9,468

$429,473



Status : Original


Original Current






COUNTY ROAD 76 TO TH 3 Termini COUNTY ROAD 76 TO TH 3










COMBINED SEGS 031, 032 & 040 IN2005

Comments COMBINED SEGS 031, 032 & 040 IN2005


Segment Override


Status: Original

Original Current


876399W USDOT Number 876399W


1 Mainline Tracks 1

SIGNS ONLY Protection Type SIGNS ONLY



Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


1.8 * 975142.53 / 60 * 25 *1.1

$804,493


1.8 * 2112 * 57.98 / 20 * 25 $275,521


1.8 * 32462.65 / 60 * 25 $24,347


1500 / 25 * 25 $1,500


40 * 1350 / 25 * 25 $54,000

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface

$0 + $804,493 + $275,521+ $24,347 + $1,500 +$54,000

$1,159,861



Status : Original


Original Current






W CO LINE TO JUNCTION CSAH 38 Termini W CO LINE TO JUNCTION CSAH 38










2010 OVERLAY, SAP 66-610-005 Comments 2010 OVERLAY, SAP 66-610-005


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.4 * 975142.53 / 60 * 25 *1.1

$1,519,597


3.4 * 2112 * 57.98 / 20 * 25 $520,428


3.4 * 32462.65 / 60 * 25 $45,989


$0 + $1,519,597 + $520,428+ $45,989

$2,086,014



Status : Original


Original Current






JUNCTION CSAH 38 TO JUNCTIONTH 21

Termini JUNCTION CSAH 38 TO JUNCTIONTH 21










2010 OVERLAY, SAP 66-610-005 Comments 2010 OVERLAY, SAP 66-610-005


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.8 * 975142.53 / 60 * 25 *1.1

$2,145,314


4.8 * 2112 * 57.98 / 20 * 25 $734,723


4.8 * 32462.65 / 60 * 25 $64,925


$0 + $2,145,314 + $734,723+ $64,925

$2,944,962



Status : Original


Original Current

FARIBAULT Municipality FARIBAULT





TH 21 TO CROCKERS CREEK Termini TH 21 TO CROCKERS CREEK










GRADED 2010, SAP 66-611-010 Comments GRADED 2010, SAP 66-611-010


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.05 * 2522366.1 / 60 * 25 *1.15

$60,432


0.05 * 3696 * 57.98 / 15 * 25 $17,858


0.05 * 479669.82 / 60 * 25 $9,993


$35,156 + $60,432 +$17,858 + $9,993

$123,439



Status : Original


Original Current






CROCKERS CREEK TO 0.17 M EOF W LIMS

Termini CROCKERS CREEK TO 0.17 M EOF W LIMS










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.42 * 2522366.1 / 60 * 25 *1.15

$507,626


0.42 * 3696 * 57.98 / 15 * 25 $150,006


0.42 * 479669.82 / 60 * 25 $83,942


$0 + $507,626 + $150,006+ $83,942

$741,574



Status : Original


Original Current






0.17 MI TO 0.09 MI E TO W LIMSFARIBAULT

Termini 0.17 MI TO 0.09 MI E TO W LIMSFARIBAULT










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 2904860.94 / 60 * 25* 1.15

$111,353


0.08 * 2904 * 57.98 / 15 * 25 $22,450


0.08 * 51162.01 / 60 * 25 $1,705


$0 + $111,353 + $22,450 +$1,705

$135,508



Status : Original


Original Current






0.17 MI E TO W LIMS FARIBAULT Termini 0.17 MI E TO W LIMS FARIBAULT










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.09 * 2904860.94 / 60 * 25* 1.15

$125,272


0.09 * 2904 * 57.98 / 15 * 25 $25,256


0.09 * 51162.01 / 60 * 25 $1,919


$0 + $125,272 + $25,256 +$1,919

$152,447



Status : Original


Original Current






W LIMS FARIBAULT TO FAI 35 Termini W LIMS FARIBAULT TO FAI 35










2012 SP 066-611-015 RECONST

RECONSTRUCT IN 2012 - RURALTO URBAN

Comments 2012 SP 066-611-015 RECONST



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 2904860.94 / 60 * 25 *1.15

$417,574


0.3 * 2904 * 57.98 / 15 * 25 $84,187


0.3 * 51162.01 / 60 * 25 $6,395


$0 + $417,574 + $84,187 +$6,395

$508,156



Status : Original


Original Current






FAI 35 TO .10 MILES WEST Termini FAI 35 TO .10 MILES WEST










2012 SP 066-611-015 RECONST





Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 2904860.94 / 60 * 25 *1.15

$139,191


0.1 * 2904 * 57.98 / 15 * 25 $28,062


0.1 * 51162.01 / 60 * 25 $2,132


$0 + $139,191 + $28,062 +$2,132

$169,385



Status : Original


Original Current






FAI 35 TO CSAH 38 Termini FAI 35 TO CSAH 38










2012 SP 066-611-015 RECONST

GRADED 2007, SAP 66-611-011


GRADED 2007, SAP 66-611-011


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 2904860.94 / 60 * 25 *1.15

$139,191


0.1 * 2904 * 57.98 / 15 * 25 $28,062


0.1 * 51162.01 / 60 * 25 $2,132


$0 + $139,191 + $28,062 +$2,132

$169,385



Status : Original


Original Current






CSAH 38 TO 0.8MI NW Termini CSAH 38 TO 0.8MI NW










GRADING 2007 SAP 66-611-011

SAP 66-611-12 GRADE, SURFACEAND STORM SEWER; AWARDED4-22-08, APS

Comments GRADING 2007 SAP 66-611-011

SAP 66-611-12 GRADE, SURFACEAND STORM SEWER; AWARDED4-22-08, APS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 2904860.94 / 60 * 25 *1.15

$835,148


0.6 * 2904 * 57.98 / 15 * 25 $168,374


0.6 * 51162.01 / 60 * 25 $12,791


$0 + $835,148 + $168,374+ $12,791

$1,016,313



Status : Original


Original Current






0.6 MI NW OF CSAH 38 TO CSAH37

Termini 0.6 MI NW OF CSAH 38 TO CSAH37










SAP 66-611-13, 2008 MILL &RECLAMATION

Comments SAP 66-611-13, 2008 MILL &RECLAMATION


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 1280397.01 / 60 * 25 *1.1

$880,273


1.5 * 2376 * 57.98 / 20 * 25 $258,301


1.5 * 13705.86 / 60 * 25 $8,566


$0 + $880,273 + $258,301+ $8,566

$1,147,140



Status : Original


Original Current






CSAH 37 TO 1.0 MI SO OF TH 21 Termini CSAH 37 TO 1.0 MI SO OF TH 21










2015 SAP 066-611-016 SOIL NAILS,BASE & BIT PAVING

S.A.P. 66-611-09 MILL ANDOVERLAY, LET 4-7-03 (APS).

Comments 2015 SAP 066-611-016 SOIL NAILS,BASE & BIT PAVING



Segment Override


Original Current

L3945 Structure Number L3945




Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.6 * 975142.53 / 60 * 25 *1.1

$715,105


1.6 * 2112 * 57.98 / 20 * 25 $244,908


1.6 * 32462.65 / 60 * 25 $21,642


58 * 60.00013138 * 15.47 /100 * 25 * 1.15

$15,478


$0 + $715,105 + $244,908+ $21,642 + $15,478

$997,133



Status : Original


Original Current


1 Segment Length 1




1.0 MI SO OF TH 21 TO TH 21 Termini 1.0 MI SO OF TH 21 TO TH 21











Comments S.A.P. 66-611-09 MILL ANDOVERLAY, LET 4-7-03 (APS).


Segment Override


Original Current


5.35 Milepoint 5.35


CANNON RIVER Feature Crossed CANNON RIVER

Type of Service

Number of Spans

247 Bridge Length 247



Comments




Computation Result


0 * 56250 / 40 * 25 $0


1 * 975142.53 / 60 * 25 * 1.1 $446,940


1 * 2112 * 57.98 / 20 * 25 $153,067


1 * 32462.65 / 60 * 25 $13,526


247 * 42.1 * 138 / 80 * 25 *1.15

$515,711

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge

$0 + $446,940 + $153,067+ $13,526 + $515,711

$1,129,244



Status : Original


Original Current






ALONG W CO LINE TO 1.40 MI WOF CSAH 16

Termini ALONG W CO LINE TO 1.40 MI WOF CSAH 16










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 975142.53 / 60 * 25 *1.1

$670,410


1.5 * 2112 * 57.98 / 20 * 25 $229,601


1.5 * 32462.65 / 60 * 25 $20,289


$0 + $670,410 + $229,601+ $20,289

$920,300



Status : Original


Original Current






1.4 MI W OF CSAH 16 TO CSAH 16 Termini 1.4 MI W OF CSAH 16 TO CSAH 16










66-612-016 RESURFACED IN 2006 Comments 66-612-016 RESURFACED IN 2006


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.4 * 975142.53 / 60 * 25 *1.1

$625,716


1.4 * 2112 * 57.98 / 20 * 25 $214,294


1.4 * 32462.65 / 60 * 25 $18,937


$0 + $625,716 + $214,294+ $18,937

$858,947



Status : Original


Original Current


3 Segment Length 3




CSAH 16 TO 3.0 MI E Termini CSAH 16 TO 3.0 MI E










66-612-016 RESURFACED IN 2006

SAP 66-612-17 BRIDGE 66J42, LET8-10-06, APS

Comments 66-612-016 RESURFACED IN 2006

SAP 66-612-17 BRIDGE 66J42, LET8-10-06, APS


Segment Override


Original Current


Milepoint


DEVIL CREEK Feature Crossed DEVIL CREEK



10 Culvert Width 10





Comments




Computation Result


0 * 56250 / 40 * 25 $0


3 * 975142.53 / 60 * 25 * 1.1 $1,340,821


3 * 2112 * 57.98 / 20 * 25 $459,202


3 * 32462.65 / 60 * 25 $40,578


84 * 99.99986017 * 15.47 /100 * 25 * 1.15

$37,360


$0 + $1,340,821 + $459,202+ $40,578 + $37,360

$1,877,961



Status : Original


Original Current






3.0 MI E CSAH 16 TO CSAH 13 Termini 3.0 MI E CSAH 16 TO CSAH 13










66-612-016 RESURFACED IN 2006 Comments 66-612-016 RESURFACED IN 2006


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.5 * 975142.53 / 60 * 25 *1.1

$1,564,291


3.5 * 2112 * 57.98 / 20 * 25 $535,735


3.5 * 32462.65 / 60 * 25 $47,341


$0 + $1,564,291 + $535,735+ $47,341

$2,147,367



Status : Original


Original Current






JCT CSAH 13 TO 0.40 M NE Termini JCT CSAH 13 TO 0.40 M NE













Segment Override


Original Current


9.71 Milepoint 9.71


CANNON-WELLS LAKE CHANNE Feature Crossed CANNON-WELLS LAKE CHANNE

Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1280397.01 / 60 * 25 *1.1

$234,739


0.4 * 2376 * 57.98 / 20 * 25 $68,880


0.4 * 13705.86 / 60 * 25 $2,284


122.7 * 43.8 * 152 / 80 * 25* 1.15

$293,569


$0 + $234,739 + $68,880 +$2,284 + $293,569

$599,472



Status : Original


Original Current






0.4 MI NE CSAH 13 TO TH 60 Termini 0.4 MI NE CSAH 13 TO TH 60













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 1280397.01 / 60 * 25 *1.1

$528,164


0.9 * 2376 * 57.98 / 20 * 25 $154,981


0.9 * 13705.86 / 60 * 25 $5,140


$0 + $528,164 + $154,981+ $5,140

$688,285



Status : Original


Original Current






TH 60 TO C R 71 Termini TH 60 TO C R 71










Comments


Segment Override


Original Current


0.48 Milepoint 0.48



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 2904860.94 / 60 * 25 *1.15

$835,148


0.6 * 2904 * 57.98 / 15 * 25 $168,374


0.6 * 51162.01 / 60 * 25 $12,791


127 * 52.8 * 152 / 80 * 25 *1.15

$366,293


$0 + $835,148 + $168,374+ $12,791 + $366,293

$1,382,606



Status : Original


Original Current






C R 71 TO 0.2 MI NO Termini C R 71 TO 0.2 MI NO










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 975142.53 / 60 * 25 *1.1

$89,388


0.2 * 2112 * 57.98 / 20 * 25 $30,613


0.2 * 32462.65 / 60 * 25 $2,705


$0 + $89,388 + $30,613 +$2,705

$122,706



Status : Original


Original Current


2 Segment Length 2




FROM 0.2 MI NO C R 71 TO 0.6 MISO CSAH 12

Termini FROM 0.2 MI NO C R 71 TO 0.6 MISO CSAH 12













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 975142.53 / 60 * 25 * 1.1 $893,881


2 * 2112 * 57.98 / 20 * 25 $306,134


2 * 32462.65 / 60 * 25 $27,052


$0 + $893,881 + $306,134+ $27,052

$1,227,067



Status : Original


Original Current






0.6 MI SW CSAH 12 TO CSAH 12 Termini 0.6 MI SW CSAH 12 TO CSAH 12













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 975142.53 / 60 * 25 *1.1

$268,164


0.6 * 2112 * 57.98 / 20 * 25 $91,840


0.6 * 32462.65 / 60 * 25 $8,116


$0 + $268,164 + $91,840 +$8,116

$368,120



Status : Original


Original Current


2 Segment Length 2




W CO LINE TO CSAH 16 Termini W CO LINE TO CSAH 16










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 975142.53 / 60 * 25 * 1.1 $893,881


2 * 2112 * 57.98 / 20 * 25 $306,134


2 * 32462.65 / 60 * 25 $27,052


$0 + $893,881 + $306,134+ $27,052

$1,227,067



Status : Original


Original Current

MORRISTOWN Municipality MORRISTOWN





DIVISION ST TO 3RD ST Termini DIVISION ST TO 3RD ST










66-615-08 MILL AND OVERLAYDONE IN 2007

Comments 66-615-08 MILL AND OVERLAYDONE IN 2007


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.26 * 2904860.94 / 60 * 25* 1.15

$361,897


0.26 * 2904 * 57.98 / 15 * 25 $72,962


0.26 * 51162.01 / 60 * 25 $5,543


$0 + $361,897 + $72,962 +$5,543

$440,402



Status : Original


Original Current






3RD ST TO DIXON CREEK Termini 3RD ST TO DIXON CREEK










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.12 * 2904860.94 / 60 * 25* 1.15

$167,030


0.12 * 2904 * 57.98 / 15 * 25 $33,675


0.12 * 51162.01 / 60 * 25 $2,558


$0 + $167,030 + $33,675 +$2,558

$203,263



Status : Original


Original Current






DIXON CREEK TO E LIMMORRISTOWN

Termini DIXON CREEK TO E LIMMORRISTOWN










Comments


Segment Override


Original Current


0.43 Milepoint 0.43


DIXONS CREEK Feature Crossed DIXONS CREEK

Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.15 * 975142.53 / 60 * 25 *1.1

$67,041


0.15 * 2112 * 57.98 / 20 * 25 $22,960


0.15 * 32462.65 / 60 * 25 $2,029


42.3 * 28.8 * 152 / 80 * 25 *1.15

$66,546


$0 + $67,041 + $22,960 +$2,029 + $66,546

$158,576



Status : Original


Original Current






E LIM MORRISTOWN TO CSAH 17 Termini E LIM MORRISTOWN TO CSAH 17










Comments


Segment Override


Original Current


3.92 Milepoint 3.92


MACKENZIE CREEK Feature Crossed MACKENZIE CREEK



Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.5 * 975142.53 / 60 * 25 *1.1

$2,011,231


4.5 * 2112 * 57.98 / 20 * 25 $688,802


4.5 * 32462.65 / 60 * 25 $60,867


86 * 280.00025431 * 15.47 /100 * 25 * 1.15

$107,099


$0 + $2,011,231 + $688,802+ $60,867 + $107,099

$2,867,999



Status : Original


Original Current


3 Segment Length 3




CSAH 17 TO 3.00 MILES EAST Termini CSAH 17 TO 3.00 MILES EAST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 975142.53 / 60 * 25 * 1.1 $1,340,821


3 * 2112 * 57.98 / 20 * 25 $459,202


3 * 32462.65 / 60 * 25 $40,578


$0 + $1,340,821 + $459,202+ $40,578

$1,840,601



Status : Original


Original Current






3.0 M E OF CSAH 17 TO CSAH 45 Termini 3.0 M E OF CSAH 17 TO CSAH 45










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 975142.53 / 60 * 25 *1.1

$223,470


0.5 * 2112 * 57.98 / 20 * 25 $76,534


0.5 * 32462.65 / 60 * 25 $6,763


$0 + $223,470 + $76,534 +$6,763

$306,767



Status : Original


Original Current


1 Segment Length 1




S CO LINE S LIMITS MORRISTOWN Termini S CO LINE S LIMITS MORRISTOWN










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1280397.01 / 60 * 25 *1.1

$586,849


1 * 2376 * 57.98 / 20 * 25 $172,201


1 * 13705.86 / 60 * 25 $5,711


$0 + $586,849 + $172,201+ $5,711

$764,761



Status : Original


Original Current






S LIMITS MORRISTOWN TO NLIMITS MORRISTOWN

Termini S LIMITS MORRISTOWN TO NLIMITS MORRISTOWN










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1280397.01 / 60 * 25 *1.1

$117,370


0.2 * 2376 * 57.98 / 20 * 25 $34,440


0.2 * 13705.86 / 60 * 25 $1,142


$0 + $117,370 + $34,440 +$1,142

$152,952



Status : Original


Original Current






N LIMITS MORRISTOWN TO SLIMITS MORRISTOWN (OUTSIDE)

Termini N LIMITS MORRISTOWN TO SLIMITS MORRISTOWN (OUTSIDE)










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1280397.01 / 60 * 25 *1.1

$58,685


0.1 * 2376 * 57.98 / 20 * 25 $17,220


0.1 * 13705.86 / 60 * 25 $571


$0 + $58,685 + $17,220 +$571

$76,476



Status : Original


Original Current






S LIM MORRISTOWN TO 0.04 MI SOF CHESTNUT ST

Termini S LIM MORRISTOWN TO 0.04 MI SOF CHESTNUT ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.51 * 1280397.01 / 60 * 25* 1.1

$299,293


0.51 * 2376 * 57.98 / 20 * 25 $87,822


0.51 * 13705.86 / 60 * 25 $2,912


$0 + $299,293 + $87,822 +$2,912

$390,027



Status : Original


Original Current






0.04 MI S OF CHESTNUT TOFRANKLIN

Termini 0.04 MI S OF CHESTNUT TOFRANKLIN










GRADE, SURFACE AND STORMSEWER UNDER SAP 66-616-13,LET 7-29-02.

Comments GRADE, SURFACE AND STORMSEWER UNDER SAP 66-616-13,LET 7-29-02.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.34 * 2904860.94 / 60 * 25* 1.15

$473,250


0.34 * 2904 * 57.98 / 15 * 25 $95,412


0.34 * 51162.01 / 60 * 25 $7,248


$0 + $473,250 + $95,412 +$7,248

$575,910



Status : Original


Original Current






DIVISION TO 4TH ST ONFRANKLIN

Termini DIVISION TO 4TH ST ONFRANKLIN










GRADE, SURFACE AND STORMSEWER UNDER SAP 66-616-13,LET 7-29-02.

Comments GRADE, SURFACE AND STORMSEWER UNDER SAP 66-616-13,LET 7-29-02.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.22 * 2904860.94 / 60 * 25* 1.15

$306,221


0.22 * 2904 * 57.98 / 15 * 25 $61,737


0.22 * 51162.01 / 60 * 25 $4,690


$0 + $306,221 + $61,737 +$4,690

$372,648



Status : Original


Original Current






FRANKLIN ST TO CANNON RIVER Termini FRANKLIN ST TO CANNON RIVER










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 2904860.94 / 60 * 25* 1.15

$111,353


0.08 * 2904 * 57.98 / 15 * 25 $22,450


0.08 * 51162.01 / 60 * 25 $1,705


$0 + $111,353 + $22,450 +$1,705

$135,508



Status : Original


Original Current






CANNON RIVER TO TH 60 Termini CANNON RIVER TO TH 60










Comments


Segment Override


Original Current


2.44 Milepoint 2.44


Cannon River Feature Crossed Cannon River


2 Number of Spans 2




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.15 * 975142.53 / 60 * 25 *1.1

$67,041


0.15 * 2112 * 57.98 / 20 * 25 $22,960


0.15 * 32462.65 / 60 * 25 $2,029


108.5 * 53.6 * 152 / 80 * 25* 1.15

$317,677


$0 + $67,041 + $22,960 +$2,029 + $317,677

$409,707



Status : Original


Original Current






TH 60 TO NO LIMS MORRISTOWN Termini TH 60 TO NO LIMS MORRISTOWN










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 975142.53 / 60 * 25 *1.1

$44,694


0.1 * 2112 * 57.98 / 20 * 25 $15,307


0.1 * 32462.65 / 60 * 25 $1,353


$0 + $44,694 + $15,307 +$1,353

$61,354



Status : Original


Original Current






NO LIM MORRISTOWN TO C R 71 Termini NO LIM MORRISTOWN TO C R 71










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.1 * 975142.53 / 60 * 25 *1.1

$938,575


2.1 * 2112 * 57.98 / 20 * 25 $321,441


2.1 * 32462.65 / 60 * 25 $28,405


$0 + $938,575 + $321,441+ $28,405

$1,288,421



Status : Original


Original Current






CR 71 TO CSAH 12 Termini CR 71 TO CSAH 12










2013 SAP 066-616-016 CULVERTR&R

Comments 2013 SAP 066-616-016 CULVERTR&R


Segment Override


Original Current


6.53 Milepoint 6.53



Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments



Original Current


7.27 Milepoint 7.27



Type of Service


10 Culvert Width 10

7 Culvert Height 7




Comments



Original Current


4.77 Milepoint 4.77





10 Culvert Width 10





2013 SAP 066-616-016 CULVERTR&R





Computation Result


0 * 56250 / 40 * 25 $0


2.8 * 975142.53 / 60 * 25 *1.1

$1,251,433


2.8 * 2112 * 57.98 / 20 * 25 $428,588


2.8 * 32462.65 / 60 * 25 $37,873


96 * 85.00036552 * 15.47 /100 * 25 * 1.15

$36,293


72 * 61.00009769 * 15.47 /100 * 25 * 1.15

$19,534


140 * 100.99982648 * 15.47/ 100 * 25 * 1.15

$62,889

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert +Culvert

$0 + $1,251,433 + $428,588+ $37,873 + $36,293 +$19,534 + $62,889

$1,836,610



Status : Original


Original Current






S CO LINE TO 0.2 MI N Termini S CO LINE TO 0.2 MI N










DEFICIENT IN STRUCTURE -COLLECTOR SHOULD BE 10-TONROAD

2010 OVERLAY WITH LOCALFUNDS - SAP 66-617-008

Comments DEFICIENT IN STRUCTURE -COLLECTOR SHOULD BE 10-TONROAD



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 975142.53 / 60 * 25 *1.1

$89,388


0.2 * 2112 * 57.98 / 20 * 25 $30,613


0.2 * 32462.65 / 60 * 25 $2,705


$0 + $89,388 + $30,613 +$2,705

$122,706



Status : Original


Original Current






0.2 MI N OF S CO LINE TO CSAH 15 Termini 0.2 MI N OF S CO LINE TO CSAH 15











Comments 2010 OVERLAY WITH LOCALFUNDS - SAP 66-617-008


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.8 * 975142.53 / 60 * 25 *1.1

$804,493


1.8 * 2112 * 57.98 / 20 * 25 $275,521


1.8 * 32462.65 / 60 * 25 $24,347


$0 + $804,493 + $275,521+ $24,347

$1,104,361



Status : Original


Original Current






CSAH 15 TO TH 60 Termini CSAH 15 TO TH 60











Comments 2010 OVERLAY WITH LOCALFUNDS - SAP 66-617-008


Segment Override


Original Current


2.46 Milepoint 2.46



Type of Service


10 Culvert Width 10

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.3 * 975142.53 / 60 * 25 *1.1

$1,027,963


2.3 * 2112 * 57.98 / 20 * 25 $352,055


2.3 * 32462.65 / 60 * 25 $31,110


88 * 61.00009769 * 15.47 /100 * 25 * 1.15

$23,875


$0 + $1,027,963 + $352,055+ $31,110 + $23,875

$1,435,003



Status : Original


Original Current


2 Segment Length 2




CSAH 15 TO CSAH 39 Termini CSAH 15 TO CSAH 39










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 975142.53 / 60 * 25 * 1.1 $893,881


2 * 2112 * 57.98 / 20 * 25 $306,134


2 * 32462.65 / 60 * 25 $27,052


$0 + $893,881 + $306,134+ $27,052

$1,227,067



Status : Original


Original Current






CSAH 39 TO SO LIM FARIBAULT Termini CSAH 39 TO SO LIM FARIBAULT










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 975142.53 / 60 * 25 *1.1

$134,082


0.3 * 2112 * 57.98 / 20 * 25 $45,920


0.3 * 32462.65 / 60 * 25 $4,058


$0 + $134,082 + $45,920 +$4,058

$184,060



Status : Original


Original Current






SO LIM FARIBAULT TO 0.75 MI NO Termini SO LIM FARIBAULT TO 0.75 MI NO










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.75 * 975142.53 / 60 * 25 *1.1

$335,205


0.75 * 2112 * 57.98 / 20 * 25 $114,800


0.75 * 32462.65 / 60 * 25 $10,145


$0 + $335,205 + $114,800+ $10,145

$460,150



Status : Original


Original Current






0.75 MI NO OF SO LIM FARIBAULTTO BOTSFORD CIRCLE

Termini 0.75 MI NO OF SO LIM FARIBAULTTO BOTSFORD CIRCLE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 2904860.94 / 60 * 25 *1.15

$1,531,104


1.1 * 2904 * 57.98 / 15 * 25 $308,686


1.1 * 51162.01 / 60 * 25 $23,449


$0 + $1,531,104 + $308,686+ $23,449

$1,863,239



Status : Original


Original Current



PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC



BOTSFORD CIRCLE TO DIVISION Termini BOTSFORD CIRCLE TO DIVISION










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 2904860.94 / 60 * 25 *1.15

$556,765


0.4 * 2904 * 57.98 / 15 * 25 $112,249


0.4 * 51162.01 / 60 * 25 $8,527


$0 + $556,765 + $112,249+ $8,527

$677,541



Status : Original


Original Current






DIVISION TO 2ND ST SO Termini DIVISION TO 2ND ST SO










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.21 * 2904860.94 / 60 * 25* 1.15

$292,302


0.21 * 2904 * 57.98 / 15 * 25 $58,931


0.21 * 51162.01 / 60 * 25 $4,477


$0 + $292,302 + $58,931 +$4,477

$355,710



Status : Original


Original Current






2ND ST SO TO TH 60 Termini 2ND ST SO TO TH 60










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.1 * 2904860.94 / 60 * 25 *1.15

$139,191


0.1 * 2904 * 57.98 / 15 * 25 $28,062


0.1 * 51162.01 / 60 * 25 $2,132


$35,156 + $139,191 +$28,062 + $2,132

$204,541



Status : Original


Original Current






CSAH 45 TO 0.70 MILES SOUTH Termini CSAH 45 TO 0.70 MILES SOUTH










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 2904860.94 / 60 * 25 *1.15

$974,339


0.7 * 2904 * 57.98 / 15 * 25 $196,436


0.7 * 51162.01 / 60 * 25 $14,922


$0 + $974,339 + $196,436+ $14,922

$1,185,697



Status : Original


Original Current






0.7 MI S OF CSAH 45 TO 1.6 MI NOF CSAH 21

Termini 0.7 MI S OF CSAH 45 TO 1.6 MI NOF CSAH 21










SURFACED UNDER 66-619-14 IN2005

ONLY BUILT TO 24X30SURF/RDBD

Comments SURFACED UNDER 66-619-14 IN2005

ONLY BUILT TO 24X30SURF/RDBD


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 975142.53 / 60 * 25 *1.1

$268,164


0.6 * 2112 * 57.98 / 20 * 25 $91,840


0.6 * 32462.65 / 60 * 25 $8,116


$0 + $268,164 + $91,840 +$8,116

$368,120



Status : Original


Original Current






1.6 MILE NORTH OF CSAH 21 TOCSAH 21

Termini 1.6 MILE NORTH OF CSAH 21 TOCSAH 21










MILL AND SURFACE UNDER 66-619-14 2005

Comments MILL AND SURFACE UNDER 66-619-14 2005


Segment Override


Original Current







10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.6 * 975142.53 / 60 * 25 *1.1

$715,105


1.6 * 2112 * 57.98 / 20 * 25 $244,908


1.6 * 32462.65 / 60 * 25 $21,642


76 * 80.00053397 * 15.47 /100 * 25 * 1.15

$27,042


$0 + $715,105 + $244,908+ $21,642 + $27,042

$1,008,697



Status : Original


Original Current






CSAH 21 TO 0.20 MI E OF CSAH 21 Termini CSAH 21 TO 0.20 MI E OF CSAH 21










SURFACED UNDER 66-619-14 Comments SURFACED UNDER 66-619-14


Segment Override


Original Current


2.91 Milepoint 2.91


STRAIGHT RIVER Feature Crossed STRAIGHT RIVER

Type of Service

Number of Spans




Comments



Status: Original

Original Current

UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD

875735A USDOT Number 875735A

0 Located at Milepoint 0

1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 975142.53 / 60 * 25 *1.1

$89,388


0.2 * 2112 * 57.98 / 20 * 25 $30,613


0.2 * 32462.65 / 60 * 25 $2,705


162.9 * 39.8 * 138 / 80 * 25* 1.15

$321,537


275000 / 25 * 25 $275,000


40 * 1350 / 25 * 25 $54,000

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + RR CrossingProtection + RR CrossingSurface

$0 + $89,388 + $30,613 +$2,705 + $321,537 +$275,000 + $54,000

$773,243



Status : Original


Original Current


1 Segment Length 1




0.2 MI E OF CSAH 21 TO 0.1 MI EOF CO RD 90

Termini 0.2 MI E OF CSAH 21 TO 0.1 MI EOF CO RD 90










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 975142.53 / 60 * 25 * 1.1 $446,940


1 * 2112 * 57.98 / 20 * 25 $153,067


1 * 32462.65 / 60 * 25 $13,526


$0 + $446,940 + $153,067+ $13,526

$613,533



Status : Original


Original Current






0.10 M E OF CR 90 TO CSAH 23 Termini 0.10 M E OF CR 90 TO CSAH 23










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.9 * 975142.53 / 60 * 25 *1.1

$1,296,127


2.9 * 2112 * 57.98 / 20 * 25 $443,895


2.9 * 32462.65 / 60 * 25 $39,226


$0 + $1,296,127 + $443,895+ $39,226

$1,779,248



Status : Original


Original Current






CSAH 23 TO 2.70 MI. E. Termini CSAH 23 TO 2.70 MI. E.










Comments


Segment Override


Original Current


9.63 Milepoint 9.63




1 Number of Spans 1




Comments



Original Current


8.03 Milepoint 8.03





12 Culvert Width 12

6 Culvert Height 6




Comments



Original Current


9.48 Milepoint 9.48





Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.7 * 975142.53 / 60 * 25 *1.1

$1,206,739


2.7 * 2112 * 57.98 / 20 * 25 $413,281


2.7 * 32462.65 / 60 * 25 $36,520


102.9 * 39.3 * 152 / 80 * 25* 1.15

$220,902


75 * 71.9997271 * 15.47 /100 * 25 * 1.15

$24,017


73 * 191.99998986 * 15.47 /100 * 25 * 1.15

$62,338

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert + Culvert

$0 + $1,206,739 + $413,281+ $36,520 + $220,902 +$24,017 + $62,338

$1,963,797



Status : Original


Original Current






2.7 MI E OF CSAH 23 TO N JCTCSAH 26

Termini 2.7 MI E OF CSAH 23 TO N JCTCSAH 26










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.5 * 975142.53 / 60 * 25 *1.1

$1,117,351


2.5 * 2112 * 57.98 / 20 * 25 $382,668


2.5 * 32462.65 / 60 * 25 $33,815


$0 + $1,117,351 + $382,668+ $33,815

$1,533,834



Status : Original


Original Current






N JCT CSAH 26 TO EAST COUNTYLINE

Termini N JCT CSAH 26 TO EAST COUNTYLINE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 975142.53 / 60 * 25 *1.1

$357,552


0.8 * 2112 * 57.98 / 20 * 25 $122,454


0.8 * 32462.65 / 60 * 25 $10,821


$0 + $357,552 + $122,454+ $10,821

$490,827



Status : Original


Original Current






TH 60 TO 2ND ST E IN FARIBAULT Termini TH 60 TO 2ND ST E IN FARIBAULT










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 2904860.94 / 60 * 25* 1.15

$97,434


0.07 * 2904 * 57.98 / 15 * 25 $19,644


0.07 * 51162.01 / 60 * 25 $1,492


$0 + $97,434 + $19,644 +$1,492

$118,570



Status : Original


Original Current






2ND ST E TO 0.6 M NE Termini 2ND ST E TO 0.6 M NE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 2904860.94 / 60 * 25 *1.15

$835,148


0.6 * 2904 * 57.98 / 15 * 25 $168,374


0.6 * 51162.01 / 60 * 25 $12,791


$0 + $835,148 + $168,374+ $12,791

$1,016,313



Status : Revised


Original Current






0.6 M NE OF 2ND ST E TO CSAH 25 Termini 0.6 M NE OF 2ND ST E TO CSAH 25





RURAL Design Type URBAN

3 - RURAL : 1500 - 6999 Design Group 3 ( URBAN : 0 - 9999 )




RECONDITIONING UNDER SAP 66-620-10, LET 3-20-01. APS

Comments RECONDITIONING UNDER SAP 66-620-10, LET 3-20-01. APS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.28 * 2904860.94 / 60 * 25* 1.15

$389,736


0.28 * 2904 * 57.98 / 15 * 25 $78,574


0.28 * 51162.01 / 60 * 25 $5,969


$0 + $389,736 + $78,574 +$5,969

$474,279



Status : Original


Original Current






CSAH 25 TO E LIMITS FARIBAULT Termini CSAH 25 TO E LIMITS FARIBAULT













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.18 * 1280397.01 / 60 * 25* 1.1

$105,633


0.18 * 2376 * 57.98 / 20 * 25 $30,996


0.18 * 13705.86 / 60 * 25 $1,028


$0 + $105,633 + $30,996 +$1,028

$137,657



Status : Original


Original Current






E LIMS FARIBAULT TO.1 MI NO Termini E LIMS FARIBAULT TO.1 MI NO













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1280397.01 / 60 * 25 *1.1

$58,685


0.1 * 2376 * 57.98 / 20 * 25 $17,220


0.1 * 13705.86 / 60 * 25 $571


$0 + $58,685 + $17,220 +$571

$76,476



Status : Original


Original Current






0.1 MI NO OF E LIMS FARIBAULTTO CSAH 27

Termini 0.1 MI NO OF E LIMS FARIBAULTTO CSAH 27













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.7 * 1280397.01 / 60 * 25 *1.1

$1,584,491


2.7 * 2376 * 57.98 / 20 * 25 $464,942


2.7 * 13705.86 / 60 * 25 $15,419


$0 + $1,584,491 + $464,942+ $15,419

$2,064,852



Status : Original


Original Current






CSAH 27 TO S LIM DUNDAS Termini CSAH 27 TO S LIM DUNDAS













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


6.5 * 1280397.01 / 60 * 25 *1.1

$3,814,516


6.5 * 2376 * 57.98 / 20 * 25 $1,119,304


6.5 * 13705.86 / 60 * 25 $37,120


$0 + $3,814,516 +$1,119,304 + $37,120

$4,970,940



Status : Original


Original Current






S LIM DUNDAS TO TH 3 Termini S LIM DUNDAS TO TH 3













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 1280397.01 / 60 * 25* 1.1

$76,290


0.13 * 2376 * 57.98 / 20 * 25 $22,386


0.13 * 13705.86 / 60 * 25 $742


$0 + $76,290 + $22,386 +$742

$99,418



Status : Original


Original Current






TH 3 TO 0.26 MI NW Termini TH 3 TO 0.26 MI NW










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.26 * 975142.53 / 60 * 25 *1.1

$116,204


0.26 * 2112 * 57.98 / 20 * 25 $39,797


0.26 * 32462.65 / 60 * 25 $3,517


$0 + $116,204 + $39,797 +$3,517

$159,518



Status : Original


Original Current






0.26 MI NW OF TH 3 TO CSAH 1 Termini 0.26 MI NW OF TH 3 TO CSAH 1










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 2904860.94 / 60 * 25 *1.15

$417,574


0.3 * 2904 * 57.98 / 15 * 25 $84,187


0.3 * 51162.01 / 60 * 25 $6,395


$0 + $417,574 + $84,187 +$6,395

$508,156



Status : Original


Original Current






S CO LINE TO 0.1 MI S JCT CSAH19

Termini S CO LINE TO 0.1 MI S JCT CSAH19










2015 SP 066-621-004 / 066-070-014FDR & OL

2014 SAP 066-621-003 CULVERTR&RREPLACES STRUCTURE 1018

Comments 2015 SP 066-621-004 / 066-070-014FDR & OL



Segment Override


Original Current


1.78 Milepoint 1.78


MUD CREEK Feature Crossed MUD CREEK

Type of Service

Number of Spans

46 Bridge Length 46



Comments



Original Current


0.7 Milepoint 0.7



Type of Service


Culvert Width

Culvert Height




Comments



Original Current


3.34 Milepoint 3.34





14 Culvert Width 14



140 Area of Waterway Opening 140



Comments 2014 SAP 066-621-003 CULVERTR&RREPLACES STRUCTURE 1018




Computation Result


0 * 56250 / 40 * 25 $0


3.2 * 975142.53 / 60 * 25 *1.1

$1,430,209


3.2 * 2112 * 57.98 / 20 * 25 $489,815


3.2 * 32462.65 / 60 * 25 $43,284


46 * 31.6 * 152 / 80 * 25 *1.15

$79,403


78 * 28.00013307 * 15.47 /100 * 25 * 1.15

$9,714


72 * 140 * 15.47 / 100 * 25 *1.15

$44,832

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert + Culvert

$0 + $1,430,209 + $489,815+ $43,284 + $79,403 +$9,714 + $44,832

$2,097,257



Status : Original


Original Current






0.1 MI S OF CSAH 19 TO CSAH 19 Termini 0.1 MI S OF CSAH 19 TO CSAH 19










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 975142.53 / 60 * 25 *1.1

$44,694


0.1 * 2112 * 57.98 / 20 * 25 $15,307


0.1 * 32462.65 / 60 * 25 $1,353


$0 + $44,694 + $15,307 +$1,353

$61,354



Status : Original


Original Current






CSAH 20 TO C R 84 Termini CSAH 20 TO C R 84










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 975142.53 / 60 * 25 *1.1

$268,164


0.6 * 2112 * 57.98 / 20 * 25 $91,840


0.6 * 32462.65 / 60 * 25 $8,116


$0 + $268,164 + $91,840 +$8,116

$368,120



Status : Original


Original Current






CR 84 TO 0.2 MI SOUTH OF TH 246 Termini CR 84 TO 0.2 MI SOUTH OF TH 246










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.1 * 1280397.01 / 60 * 25 *1.1

$1,232,382


2.1 * 2376 * 57.98 / 20 * 25 $361,621


2.1 * 13705.86 / 60 * 25 $11,993


$0 + $1,232,382 + $361,621+ $11,993

$1,605,996



Status : Original


Original Current






0.2 MI S OF TH 246 TO TH 246 Termini 0.2 MI S OF TH 246 TO TH 246










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1280397.01 / 60 * 25 *1.1

$117,370


0.2 * 2376 * 57.98 / 20 * 25 $34,440


0.2 * 13705.86 / 60 * 25 $1,142


$0 + $117,370 + $34,440 +$1,142

$152,952



Status : Original


Original Current


3 Segment Length 3




SO CO LINE TO CSAH 19 Termini SO CO LINE TO CSAH 19










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 975142.53 / 60 * 25 * 1.1 $1,340,821


3 * 2112 * 57.98 / 20 * 25 $459,202


3 * 32462.65 / 60 * 25 $40,578


$0 + $1,340,821 + $459,202+ $40,578

$1,840,601



Status : Original


Original Current


3 Segment Length 3














2013 SAP 066-623-010 CULVERTR&R 66J58

Comments 2013 SAP 066-623-010 CULVERTR&R 66J58


Segment Override


Original Current


4.1 Milepoint 4.1



Type of Service


4 Culvert Width 4

4 Culvert Height 4




Comments



Original Current


4.94 Milepoint 4.94


DITCH Feature Crossed DITCH



12 Culvert Width 12

9 Culvert Height 9




2013 SAP 066-623-010 CULVERTR&R





Computation Result


0 * 56250 / 40 * 25 $0


3 * 975142.53 / 60 * 25 * 1.1 $1,340,821


3 * 2112 * 57.98 / 20 * 25 $459,202


3 * 32462.65 / 60 * 25 $40,578


56 * 37.99979617 * 15.47 /100 * 25 * 1.15

$9,464


75 * 216 * 15.47 / 100 * 25 *1.15

$72,052

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert

$0 + $1,340,821 + $459,202+ $40,578 + $9,464 +$72,052

$1,922,117



Status : Original


Original Current
















2014 SAP 066-623-011 CULVERTR&R





Segment Override


Original Current


Milepoint


FALLS CREEK Feature Crossed FALLS CREEK


1 Number of Spans 1

36 Bridge Length 36

26 Bridge Width 26


Comments



Original Current


1.24 Milepoint 1.24


stream Feature Crossed stream



10 Culvert Width 10

5 Culvert Height 5




2014 SAP 066-623-011 CULVERTR&R NEW STRUCTUREREPLACING AN EXISTINGCULVERT (9FT) THAT WASDEFICIENT IN HYDRAULICCAPACITY

Comments 2014 SAP 066-623-011 CULVERTR&R NEW STRUCTUREREPLACING AN EXISTINGCULVERT (9FT) THAT WASDEFICIENT IN HYDRAULICCAPACITY




Computation Result


0 * 56250 / 40 * 25 $0


3.1 * 975142.53 / 60 * 25 *1.1

$1,385,515


3.1 * 2112 * 57.98 / 20 * 25 $474,508


3.1 * 32462.65 / 60 * 25 $41,931


36 * 26 * 152 / 80 * 25 *1.15

$51,129


73 * 50 * 15.47 / 100 * 25 *1.15

$16,234

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert

$0 + $1,385,515 + $474,508+ $41,931 + $51,129 +$16,234

$1,969,317



Status : Original


Original Current






CSAH 20 TO E LIMS OFFARIBAULT

Termini CSAH 20 TO E LIMS OFFARIBAULT













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 975142.53 / 60 * 25 *1.1

$58,102


0.13 * 2112 * 57.98 / 20 * 25 $19,899


0.13 * 32462.65 / 60 * 25 $1,758


$0 + $58,102 + $19,899 +$1,758

$79,759



Status : Original


Original Current


4 Segment Length 4




E LIM FARIBAULT TO CSAH 23 Termini E LIM FARIBAULT TO CSAH 23













Segment Override


Original Current

L3919 Structure Number L3919

2.32 Milepoint 2.32



Type of Service


5 Culvert Width 5

3 Culvert Height 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4 * 975142.53 / 60 * 25 * 1.1 $1,787,761


4 * 2112 * 57.98 / 20 * 25 $612,269


4 * 32462.65 / 60 * 25 $54,104


54 * 23.00030152 * 15.47 /100 * 25 * 1.15

$5,524


$0 + $1,787,761 + $612,269+ $54,104 + $5,524

$2,459,658



Status : Original


Original Current


3 Segment Length 3




SO CO LINE TO CSAH 19 Termini SO CO LINE TO CSAH 19










Comments


Segment Override


Original Current


1.49 Milepoint 1.49



Type of Service


14 Culvert Width 14

8 Culvert Height 8




Comments



Original Current


2.47 Milepoint 2.47



Type of Service


9 Culvert Width 9

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3 * 975142.53 / 60 * 25 * 1.1 $1,340,821


3 * 2112 * 57.98 / 20 * 25 $459,202


3 * 32462.65 / 60 * 25 $40,578


50 * 96.99996124 * 15.47 /100 * 25 * 1.15

$21,571


60 * 86.00033183 * 15.47 /100 * 25 * 1.15

$22,950


$0 + $1,340,821 + $459,202+ $40,578 + $21,571 +$22,950

$1,885,122



Status : Original


Original Current
















2013 SAP 066-626-013 BR 66554R&R

SEG 020 & 030 COMBINED IN 2005

Comments 2013 SAP 066-626-013 BR 66554R&R

SEG 020 & 030 COMBINED IN 2005


Segment Override


Original Current


1.7 Milepoint 1.7


North Fork of Zumbro River Feature Crossed North Fork of Zumbro River


1 Number of Spans 1




2013 SAP 066-626-013 BR 66554R&R

Comments 2013 SAP 066-626-013 BR 66554R&R




Computation Result


0 * 56250 / 40 * 25 $0


2.3 * 975142.53 / 60 * 25 *1.1

$1,027,963


2.3 * 2112 * 57.98 / 20 * 25 $352,055


2.3 * 32462.65 / 60 * 25 $31,110


76.85 * 39.33 * 152 / 80 * 25* 1.15

$165,105


$0 + $1,027,963 + $352,055+ $31,110 + $165,105

$1,576,233



Status : Original


Original Current






TH 60 TO S LIM NERSTRAND Termini TH 60 TO S LIM NERSTRAND










Comments


Segment Override


Original Current


Milepoint





4 Culvert Width 4

4 Culvert Height 4




Comments



Original Current


Milepoint





6 Culvert Width 6

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.2 * 975142.53 / 60 * 25 *1.1

$1,877,149


4.2 * 2112 * 57.98 / 20 * 25 $642,882


4.2 * 32462.65 / 60 * 25 $56,810


36 * 50.00046828 * 15.47 /100 * 25 * 1.15

$8,006


58 * 97.99992755 * 15.47 /100 * 25 * 1.15

$25,280


$0 + $1,877,149 + $642,882+ $56,810 + $8,006 +$25,280

$2,610,127



Status : Original


Original Current

NERSTRAND Municipality NERSTRAND





SO LIM NERSTRAND TO TH 246 Termini SO LIM NERSTRAND TO TH 246










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 975142.53 / 60 * 25 *1.1

$223,470


0.5 * 2112 * 57.98 / 20 * 25 $76,534


0.5 * 32462.65 / 60 * 25 $6,763


$0 + $223,470 + $76,534 +$6,763

$306,767



Status : Original


Original Current
















2013 SAP 066-627-004 CULVERTR&R BR

COMBINED 010, 011 & 020 IN 2005

Comments 2013 SAP 066-627-004 CULVERTR&R BR

COMBINED 010, 011 & 020 IN 2005


Segment Override


Original Current


5.13 Milepoint 5.13



Type of Service


Culvert Width

Culvert Height




Comments



Original Current


6.76 Milepoint 6.76


DITCH Feature Crossed DITCH



10 Culvert Width 10

4 Culvert Height 4




2013 SAP 066-627-004 CULVERTR&R BR

Comments 2013 SAP 066-627-004 CULVERTR&R BR


Segment Cost

Information


Computation Result


0 * 56250 / 40 * 25 $0


7.5 * 975142.53 / 60 * 25 *1.1

$3,352,052


7.5 * 2112 * 57.98 / 20 * 25 $1,148,004


7.5 * 32462.65 / 60 * 25 $101,446


72 * 168.99968834 * 15.47 /100 * 25 * 1.15

$54,119


73 * 40 * 15.47 / 100 * 25 *1.15

$12,987


$0 + $3,352,052 +$1,148,004 + $101,446 +$54,119 + $12,987

$4,668,608



Status : Revised


Original Current

NORTHFIELD Municipality NORTHFIELD





TH 246 TO COLLEGE AVE Termini TH 246 TO COLLEGE AVE












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 2904860.94 / 60 * 25* 1.15

$320,140


0.23 * 2904 * 57.98 / 15 * 25 $64,543


0.23 * 51162.01 / 60 * 25 $4,903


$0 + $320,140 + $64,543 +$4,903

$389,586



Status : Revised


Original Current






COLLEGE TO PRAIRIE AVE Termini COLLEGE TO PRAIRIE AVE












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.49 * 2904860.94 / 60 * 25* 1.15

$682,037


0.49 * 2904 * 57.98 / 15 * 25 $137,505


0.49 * 51162.01 / 60 * 25 $10,446


$0 + $682,037 + $137,505+ $10,446

$829,988



Status : Original


Original Current






PRAIRIE AVE TO SPRING CRKROAD

Termini PRAIRIE AVE TO SPRING CRKROAD










SP 66-628-007 AWARDED 8/25/08RLL

Comments SP 66-628-007 AWARDED 8/25/08RLL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 2904860.94 / 60 * 25 *1.15

$417,574


0.3 * 2904 * 57.98 / 15 * 25 $84,187


0.3 * 51162.01 / 60 * 25 $6,395


$0 + $417,574 + $84,187 +$6,395

$508,156



Status : Revised


Original Current






SPRING CRK ROAD TO E LIMSNORTHFIELD

Termini SPRING CRK ROAD TO E LIMSNORTHFIELD










BOTH STRUCTURES EXTENDEDUNDER SP 66-628-007 AWARDED8/25/08 RLL

Comments BOTH STRUCTURES EXTENDEDUNDER SP 66-628-007 AWARDED8/25/08 RLL


Segment Override


Original Current


2.74 Milepoint 2.74





10 Culvert Width 10

6 Culvert Height 6




Comments



Original Current


2.7 Milepoint 2.7





10 Culvert Width 10

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2904860.94 / 60 * 25 *1.15

$695,956


0.5 * 2904 * 57.98 / 15 * 25 $140,312


0.5 * 51162.01 / 60 * 25 $10,659


104 * 60.00013138 * 15.47 /100 * 25 * 1.15

$27,753


104 * 50.00046828 * 15.47 /100 * 25 * 1.15

$23,128


$0 + $695,956 + $140,312+ $10,659 + $27,753 +$23,128

$897,808



Status : Original


Original Current






0.4 M E OF E LIM NORTHFIELD TOCSAH 42

Termini 0.4 M E OF E LIM NORTHFIELD TOCSAH 42










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.7 * 975142.53 / 60 * 25 *1.1

$1,206,739


2.7 * 2112 * 57.98 / 20 * 25 $413,281


2.7 * 32462.65 / 60 * 25 $36,520


$0 + $1,206,739 + $413,281+ $36,520

$1,656,540



Status : Original


Original Current
















2015 SP 066-629-014 / 066-070-013FDR & OL

Comments 2015 SP 066-629-014 / 066-070-013FDR & OL


Segment Override


Original Current


0.04 Milepoint 0.04




3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.7 * 975142.53 / 60 * 25 *1.1

$1,653,679


3.7 * 2112 * 57.98 / 20 * 25 $566,349


3.7 * 32462.65 / 60 * 25 $50,047


156.5 * 47.33 * 138 / 80 * 25* 1.15

$367,348


$0 + $1,653,679 + $566,349+ $50,047 + $367,348

$2,637,423



Status : Original


Original Current



AGGREGATE SURF Existing Surface Type AGGREGATE SURF



CSAH 20 TO TWP RD/FALK AVE. Termini CSAH 20 TO TWP RD/FALK AVE.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.9 * 975142.53 / 60 * 25 *1.1

$849,187


1.9 * 2112 * 57.98 / 20 * 25 $290,828


1.9 * 32462.65 / 60 * 25 $25,700


$0 + $849,187 + $290,828+ $25,700

$1,165,715



Status : Original


Original Current






TWP RD/FALK AVE. TO 1.50 MI WOF TH 246

Termini TWP RD/FALK AVE. TO 1.50 MI WOF TH 246










SAP 66-629-13 BRIDGE 66J51(NEW STRUCTURE TO REPLACE60" CMP), AWARDED 7-8-08, APS

Comments SAP 66-629-13 BRIDGE 66J51(NEW STRUCTURE TO REPLACE60" CMP), AWARDED 7-8-08, APS


Segment Override


Original Current


7.94 Milepoint 7.94


Stream Feature Crossed Stream


2 Number of Spans 2




Comments



Original Current


5.52 Milepoint 5.52


Stream Feature Crossed Stream



10 Culvert Width 10

9 Culvert Height 9




Comments



Original Current


7.05 Milepoint 7.05





10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


3.7 * 487571.27 / 60 * 25 *1.1

$826,840


3.7 * 546 * 10.3 / 2 * 25 $260,101


3.7 * 0 / 60 * 25 $0


51.4 * 33.6 * 152 / 80 * 25 *1.15

$94,340


77 * 90.00019707 * 15.47 /100 * 25 * 1.15

$30,822


55 * 60.00013138 * 15.47 /100 * 25 * 1.15

$14,677

Total Segment Cost Construction +Preservation + ROW +Bridge + Culvert + Culvert

$826,840 + $260,101 + $0+ $94,340 + $30,822 +$14,677

$1,226,780



Status : Original


Original Current






1.5 MI W TH 246 TO TH 246 Termini 1.5 MI W TH 246 TO TH 246










66-629-11 MILL AND OVERLAY IN2007 SPR$$

Comments 66-629-11 MILL AND OVERLAY IN2007 SPR$$


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 975142.53 / 60 * 25 *1.1

$670,410


1.5 * 2112 * 57.98 / 20 * 25 $229,601


1.5 * 32462.65 / 60 * 25 $20,289


$0 + $670,410 + $229,601+ $20,289

$920,300



Status : Original


Original Current






EAST JCT TH 246 TO 1.30 MI W Termini EAST JCT TH 246 TO 1.30 MI W










2012 SAP 066-630-004 CUL# 66J48REPLACES 93116

Comments 2012 SAP 066-630-004 CUL# 66J48REPLACES 93116


Segment Override


Original Current


0.36 Milepoint 0.36



Type of Service


14 Culvert Width 14

8 Culvert Height 8




2012 SAP 066-630-004 CUL# 66J48REPLACES 93116

Comments 2012 SAP 066-630-004 CUL# 66J48REPLACES 93116



Original Current


0.76 Milepoint 0.76



Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.3 * 975142.53 / 60 * 25 *1.1

$581,022


1.3 * 2112 * 57.98 / 20 * 25 $198,987


1.3 * 32462.65 / 60 * 25 $17,584


110 * 112 * 15.47 / 100 * 25* 1.15

$54,795


98 * 158.00005893 * 15.47 /100 * 25 * 1.15

$68,867


$0 + $581,022 + $198,987+ $17,584 + $54,795 +$68,867

$921,255



Status : Original


Original Current






1.30 MI W OF EAST JCT TH 246 TONORTH JCT TH 246

Termini 1.30 MI W OF EAST JCT TH 246 TONORTH JCT TH 246










COMBINED 010, 011 & 020 IN 2005COMBINED 005 & 010 IN 2006

Comments COMBINED 010, 011 & 020 IN 2005COMBINED 005 & 010 IN 2006


Segment Override


Original Current


3.55 Milepoint 3.55


PRAIRIE CREEK Feature Crossed PRAIRIE CREEK



10 Culvert Width 10

9 Culvert Height 9




Comments



Original Current


2.78 Milepoint 2.78



Type of Service


10 Culvert Width 10





Comments




Computation Result


0 * 56250 / 40 * 25 $0


5.3 * 975142.53 / 60 * 25 *1.1

$2,368,784


5.3 * 2112 * 57.98 / 20 * 25 $811,256


5.3 * 32462.65 / 60 * 25 $71,688


68 * 269.99951482 * 15.47 /100 * 25 * 1.15

$81,658


82 * 99.99986017 * 15.47 /100 * 25 * 1.15

$36,470


$0 + $2,368,784 + $811,256+ $71,688 + $81,658 +$36,470

$3,369,856



Status : Original


Original Current






TH 246 TO W. LIMITS OFDENNISON

Termini TH 246 TO W. LIMITS OFDENNISON










COMBINED SEG 010 & 020 IN 2005

SAP 66-631-03/-04/-05/-06 GRADE,SURFACE AND BRIDGES 66542,66J22, AND 66541, LET 5-19-05.APS

Comments COMBINED SEG 010 & 020 IN 2005

SAP 66-631-03/-04/-05/-06 GRADE,SURFACE AND BRIDGES 66542,66J22, AND 66541, LET 5-19-05.APS


Segment Override


Original Current


0.67 Milepoint 0.67




3 Number of Spans 3




Comments



Original Current


1.73 Milepoint 1.73




3 Number of Spans 3




Comments



Original Current


0.1 Milepoint 0.1





Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.9 * 1280397.01 / 60 * 25 *1.1

$1,115,012


1.9 * 2376 * 57.98 / 20 * 25 $327,181


1.9 * 13705.86 / 60 * 25 $10,850


73.5 * 47.3 * 152 / 80 * 25 *1.15

$189,907


73.5 * 47.3 * 152 / 80 * 25 *1.15

$189,907


84 * 223.99998817 * 15.47 /100 * 25 * 1.15

$83,687

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Bridge + Culvert

$0 + $1,115,012 + $327,181+ $10,850 + $189,907 +$189,907 + $83,687

$1,916,544



Status : Original


Original Current

DENNISON Municipality DENNISON





W LIM DENNISON TO E CO LINE Termini W LIM DENNISON TO E CO LINE










RECONSTRUCTED UNDER 66-631-004COMBINED SEGMENTS 025 & 030IN 2006

Comments RECONSTRUCTED UNDER 66-631-004COMBINED SEGMENTS 025 & 030IN 2006


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1280397.01 / 60 * 25 *1.1

$58,685


0.1 * 2376 * 57.98 / 20 * 25 $17,220


0.1 * 13705.86 / 60 * 25 $571


$0 + $58,685 + $17,220 +$571

$76,476



Status : Original


Original Current






TWP RD ALONG CO LINE TO 0.30MI W OF CSAH 26

Termini TWP RD ALONG CO LINE TO 0.30MI W OF CSAH 26










BRIDGE 4052 REBUILT AS 74J01.SHOULD ONLY APPEAR INSTEELE COUNTY'S DATABASE.APS

Comments BRIDGE 4052 REBUILT AS 74J01.SHOULD ONLY APPEAR INSTEELE COUNTY'S DATABASE.APS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.8 * 975142.53 / 60 * 25 *1.1

$1,251,433


2.8 * 2112 * 57.98 / 20 * 25 $428,588


2.8 * 32462.65 / 60 * 25 $37,873


$0 + $1,251,433 + $428,588+ $37,873

$1,717,894



Status : Original


Original Current






0.3 MI W TO CSAH 26 Termini 0.3 MI W TO CSAH 26










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 975142.53 / 60 * 25 *1.1

$134,082


0.3 * 2112 * 57.98 / 20 * 25 $45,920


0.3 * 32462.65 / 60 * 25 $4,058


$0 + $134,082 + $45,920 +$4,058

$184,060



Status : Original


Original Current






CSAH 1 TO S LIMITS LONSDALE Termini CSAH 1 TO S LIMITS LONSDALE











Comments 2014 SAP 066-633-008 RC&OL @INTERSECTION


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.2 * 975142.53 / 60 * 25 *1.1

$983,269


2.2 * 2112 * 57.98 / 20 * 25 $336,748


2.2 * 32462.65 / 60 * 25 $29,757


$0 + $983,269 + $336,748+ $29,757

$1,349,774



Status : Original


Original Current






S LIMITS TO W LIMS LONSDALE Termini S LIMITS TO W LIMS LONSDALE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 975142.53 / 60 * 25 *1.1

$223,470


0.5 * 2112 * 57.98 / 20 * 25 $76,534


0.5 * 32462.65 / 60 * 25 $6,763


$0 + $223,470 + $76,534 +$6,763

$306,767



Status : Original


Original Current






W LIMS TO S LIMITS LONSDALE(OUTSIDE)

Termini W LIMS TO S LIMITS LONSDALE(OUTSIDE)










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 975142.53 / 60 * 25 *1.1

$178,776


0.4 * 2112 * 57.98 / 20 * 25 $61,227


0.4 * 32462.65 / 60 * 25 $5,410


$0 + $178,776 + $61,227 +$5,410

$245,413



Status : Original


Original Current






SO LIM LONSDALE TO 0.05 NO Termini SO LIM LONSDALE TO 0.05 NO










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.05 * 975142.53 / 60 * 25 *1.1

$22,347


0.05 * 2112 * 57.98 / 20 * 25 $7,653


0.05 * 32462.65 / 60 * 25 $676


$0 + $22,347 + $7,653 +$676

$30,676



Status : Original


Original Current






0.05 M N OF S LIMS TO SWFLORIDA ST.

Termini 0.05 M N OF S LIMS TO SWFLORIDA ST.










MILL AND OVERLAY UNDER SAP66-633-05, LET 2001. APS

Comments MILL AND OVERLAY UNDER SAP66-633-05, LET 2001. APS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.12 * 2904860.94 / 60 * 25* 1.15

$167,030


0.12 * 2904 * 57.98 / 15 * 25 $33,675


0.12 * 51162.01 / 60 * 25 $2,558


$0 + $167,030 + $33,675 +$2,558

$203,263



Status : Original


Original Current






SW FLORIDA ST TO SWCOLORADO ST

Termini SW FLORIDA ST TO SWCOLORADO ST













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 2904860.94 / 60 * 25* 1.15

$194,868


0.14 * 2904 * 57.98 / 15 * 25 $39,287


0.14 * 51162.01 / 60 * 25 $2,984


$0 + $194,868 + $39,287 +$2,984

$237,139



Status : Original


Original Current






SW COLORADO ST. TO SEARIZONA ST.

Termini SW COLORADO ST. TO SEARIZONA ST.













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 2904860.94 / 60 * 25* 1.15

$83,515


0.06 * 2904 * 57.98 / 15 * 25 $16,837


0.06 * 51162.01 / 60 * 25 $1,279


$0 + $83,515 + $16,837 +$1,279

$101,631



Status : Original


Original Current






SE ARIZONA ST. TO ALABAMA ST. Termini SE ARIZONA ST. TO ALABAMA ST.













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.04 * 2904860.94 / 60 * 25* 1.15

$55,677


0.04 * 2904 * 57.98 / 15 * 25 $11,225


0.04 * 51162.01 / 60 * 25 $853


$0 + $55,677 + $11,225 +$853

$67,755



Status : Original


Original Current






ALABAMA ST TO E JCT TH 19 Termini ALABAMA ST TO E JCT TH 19













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 2904860.94 / 60 * 25* 1.15

$97,434


0.07 * 2904 * 57.98 / 15 * 25 $19,644


0.07 * 51162.01 / 60 * 25 $1,492


$0 + $97,434 + $19,644 +$1,492

$118,570



Status : Original


Original Current






E JCT TH 19 TO RAILWAY ST. Termini E JCT TH 19 TO RAILWAY ST.













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 2904860.94 / 60 * 25* 1.15

$97,434


0.07 * 2904 * 57.98 / 15 * 25 $19,644


0.07 * 51162.01 / 60 * 25 $1,492


$0 + $97,434 + $19,644 +$1,492

$118,570



Status : Original


Original Current






FROM RAILWAY ST ON MAIN TO70TH ST W

Termini FROM RAILWAY ST ON MAIN TO70TH ST W










CO 93361 - EXTEND 33 Comments CO 93361 - EXTEND 33


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.32 * 2904860.94 / 60 * 25* 1.15

$445,412


0.32 * 2904 * 57.98 / 15 * 25 $89,799


0.32 * 51162.01 / 60 * 25 $6,822


$0 + $445,412 + $89,799 +$6,822

$542,033



Status : Original


Original Current
















2012 SAP 066-634-004 M&OL TURNLN

Comments 2012 SAP 066-634-004 M&OL TURNLN


Segment Override


Original Current




KNOWLES CREEK Feature Crossed KNOWLES CREEK



10 Culvert Width 10

7 Culvert Height 7




Comments



Original Current


1.08 Milepoint 1.08


HEATH CREEK Feature Crossed HEATH CREEK



12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.3 * 975142.53 / 60 * 25 *1.1

$1,921,843


4.3 * 2112 * 57.98 / 20 * 25 $658,189


4.3 * 32462.65 / 60 * 25 $58,162


142 * 51.00043459 * 15.47 /100 * 25 * 1.15

$32,210


126 * 95.99999493 * 15.47 /100 * 25 * 1.15

$53,798


$0 + $1,921,843 + $658,189+ $58,162 + $32,210 +$53,798

$2,724,202



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 975142.53 / 60 * 25 *1.1

$402,246


0.9 * 2112 * 57.98 / 20 * 25 $137,760


0.9 * 32462.65 / 60 * 25 $12,173


$0 + $402,246 + $137,760+ $12,173

$552,179



Status : Original


Original Current






CSAH 10 TO 3.6 MI EAST OF CR 66 Termini CSAH 10 TO 3.6 MI EAST OF CR 66










2014 SP 066-637-010 RC&OL, 066-070-011 SHOULDERS

Comments 2014 SP 066-637-010 RC&OL, 066-070-011 SHOULDERS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.6 * 975142.53 / 60 * 25 *1.1

$2,055,926


4.6 * 2112 * 57.98 / 20 * 25 $704,109


4.6 * 32462.65 / 60 * 25 $62,220


$0 + $2,055,926 + $704,109+ $62,220

$2,822,255



Status : Original


Original Current


1 Segment Length 1




3.6 MI E CO RD 66 TO 1.1 MI WCSAH 11

Termini 3.6 MI E CO RD 66 TO 1.1 MI WCSAH 11













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 975142.53 / 60 * 25 * 1.1 $446,940


1 * 2112 * 57.98 / 20 * 25 $153,067


1 * 32462.65 / 60 * 25 $13,526


$0 + $446,940 + $153,067+ $13,526

$613,533



Status : Original


Original Current






1.1 MI W OF CSAH 11 TO CSAH 11 Termini 1.1 MI W OF CSAH 11 TO CSAH 11













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 975142.53 / 60 * 25 *1.1

$491,634


1.1 * 2112 * 57.98 / 20 * 25 $168,374


1.1 * 32462.65 / 60 * 25 $14,879


$0 + $491,634 + $168,374+ $14,879

$674,887



Status : Original


Original Current






CSAH 10 TO 0.2 MI W OF CO RD 71 Termini CSAH 10 TO 0.2 MI W OF CO RD 71










2013 SAP 066-070-009 SHOULDERHMA ONLY

Comments 2013 SAP 066-070-009 SHOULDERHMA ONLY


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.9 * 975142.53 / 60 * 25 *1.1

$1,296,127


2.9 * 2112 * 57.98 / 20 * 25 $443,895


2.9 * 32462.65 / 60 * 25 $39,226


$0 + $1,296,127 + $443,895+ $39,226

$1,779,248



Status : Original


Original Current






0.2 MI W OF CR 71 TO CR 71 Termini 0.2 MI W OF CR 71 TO CR 71













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 975142.53 / 60 * 25 *1.1

$89,388


0.2 * 2112 * 57.98 / 20 * 25 $30,613


0.2 * 32462.65 / 60 * 25 $2,705


$0 + $89,388 + $30,613 +$2,705

$122,706



Status : Original


Original Current






CR 71 TO CSAH 11 Termini CR 71 TO CSAH 11













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


5.2 * 1280397.01 / 60 * 25 *1.1

$3,051,613


5.2 * 2376 * 57.98 / 20 * 25 $895,443


5.2 * 13705.86 / 60 * 25 $29,696


$0 + $3,051,613 + $895,443+ $29,696

$3,976,752



Status : Original


Original Current






CSAH 17 TO 0.1 MI EAST OFCSAH 18

Termini CSAH 17 TO 0.1 MI EAST OFCSAH 18










OVERLAY/SURFACING DOES NOTREDUCE NEEDS


Comments OVERLAY/SURFACING DOES NOTREDUCE NEEDS



Segment Override


Original Current


1.73 Milepoint 1.73


CROCKERS CREEK Feature Crossed CROCKERS CREEK

Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.6 * 975142.53 / 60 * 25 *1.1

$1,162,045


2.6 * 2112 * 57.98 / 20 * 25 $397,975


2.6 * 32462.65 / 60 * 25 $35,168


66 * 195.9998551 * 15.47 /100 * 25 * 1.15

$57,534


$0 + $1,162,045 + $397,975+ $35,168 + $57,534

$1,652,722



Status : Original


Original Current






0.1 MI E OF CSAH 18 TO CSAH 45 Termini 0.1 MI E OF CSAH 18 TO CSAH 45










OVERLAY DOES NOT REDUCENEEDS


Comments OVERLAY DOES NOT REDUCENEEDS



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 975142.53 / 60 * 25 *1.1

$402,246


0.9 * 2112 * 57.98 / 20 * 25 $137,760


0.9 * 32462.65 / 60 * 25 $12,173


$0 + $402,246 + $137,760+ $12,173

$552,179



Status : Original


Original Current
















2015 SAP 066-642-008 BR R&RNEW BR 66557

Comments 2015 SAP 066-642-008 BR R&RNEW BR 66557


Segment Override


Original Current


1.22 Milepoint 1.22




3 Number of Spans 3


38 Bridge Width 38


2015 SAP 066-642-008 BRREPLACEMENT - DECKDIMENSIONS FROM BR LOG FOR66557

Comments 2015 SAP 066-642-008 BRREPLACEMENT - DECKDIMENSIONS FROM BR LOG FOR66557




Computation Result


0 * 56250 / 40 * 25 $0


3.2 * 975142.53 / 60 * 25 *1.1

$1,430,209


3.2 * 2112 * 57.98 / 20 * 25 $489,815


3.2 * 32462.65 / 60 * 25 $43,284


93.5 * 38 * 152 / 80 * 25 *1.15

$194,083


$0 + $1,430,209 + $489,815+ $43,284 + $194,083

$2,157,391



Status : Original


Original Current






CSAH 28 TO 1.0 MILE S OF TH 19 Termini CSAH 28 TO 1.0 MILE S OF TH 19










Comments


Segment Override


Original Current


4.25 Milepoint 4.25



Type of Service


5 Culvert Width 5

5 Culvert Height 5




Comments



Original Current


4.53 Milepoint 4.53



Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.3 * 975142.53 / 60 * 25 *1.1

$1,027,963


2.3 * 2112 * 57.98 / 20 * 25 $352,055


2.3 * 32462.65 / 60 * 25 $31,110


32 * 38.99976248 * 15.47 /100 * 25 * 1.15

$5,551


68 * 100.99982648 * 15.47 /100 * 25 * 1.15

$30,546


$0 + $1,027,963 + $352,055+ $31,110 + $5,551 +$30,546

$1,447,225



Status : Original


Original Current






FOREST AVE TO GREENVALE AVE Termini FOREST AVE TO GREENVALE AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.49 * 2904860.94 / 60 * 25* 1.15

$682,037


0.49 * 2904 * 57.98 / 15 * 25 $137,505


0.49 * 51162.01 / 60 * 25 $10,446


$0 + $682,037 + $137,505+ $10,446

$829,988



Status : Original


Original Current






GREENVALE IN NORTHFLD TO NOC L

Termini GREENVALE IN NORTHFLD TO NOC L










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.68 * 1280397.01 / 60 * 25* 1.1

$399,057


0.68 * 2376 * 57.98 / 20 * 25 $117,096


0.68 * 13705.86 / 60 * 25 $3,883


$0 + $399,057 + $117,096+ $3,883

$520,036



Status : Original


Original Current






DIVISION ST TO BLOOMER ST Termini DIVISION ST TO BLOOMER ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 2904860.94 / 60 * 25* 1.15

$320,140


0.23 * 2904 * 57.98 / 15 * 25 $64,543


0.23 * 51162.01 / 60 * 25 $4,903


$0 + $320,140 + $64,543 +$4,903

$389,586



Status : Original


Original Current






SECOND STREET TO CANNONRIVER

Termini SECOND STREET TO CANNONRIVER










Comments


Segment Override


Original Current


0.29 Milepoint 0.29



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 1280397.01 / 60 * 25* 1.1

$41,079


0.07 * 2376 * 57.98 / 20 * 25 $12,054


0.07 * 13705.86 / 60 * 25 $400


140.3 * 62.3 * 152 / 80 * 25* 1.15

$477,460


$0 + $41,079 + $12,054 +$400 + $477,460

$530,993



Status : Original


Original Current






CANNON RIV TO TH 60 Termini CANNON RIV TO TH 60










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.38 * 1280397.01 / 60 * 25* 1.1

$223,002


0.38 * 2376 * 57.98 / 20 * 25 $65,436


0.38 * 13705.86 / 60 * 25 $2,170


$0 + $223,002 + $65,436 +$2,170

$290,608



Status : Original


Original Current






SO COUNTY LINE TO 1.0 MINORTH

Termini SO COUNTY LINE TO 1.0 MINORTH









THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS

MILL AND OVERLAY UNDER SAP66-645-04, LET 4-7-03 (APS).

Comments MILL AND OVERLAY UNDER SAP66-645-04, LET 4-7-03 (APS).


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 1280397.01 / 60 * 25 *1.1

$528,164


0.9 * 2376 * 57.98 / 20 * 25 $154,981


0.9 * 13705.86 / 60 * 25 $5,140


$0 + $528,164 + $154,981+ $5,140

$688,285



Status : Original


Original Current






1.0 MI N IF COUNTY LINE TO 1.60MI NORTH

Termini 1.0 MI N IF COUNTY LINE TO 1.60MI NORTH











Comments


Segment Override


Original Current


1.14 Milepoint 1.14


Feature Crossed

Type of Service

Number of Spans


0 Bridge Width 0


Comments



Original Current

97706Y Structure Number 97706Y



MUD CREEK Feature Crossed MUD CREEK

Type of Service


12 Culvert Width 12





Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 1280397.01 / 60 * 25 *1.1

$352,109


0.6 * 2376 * 57.98 / 20 * 25 $103,320


0.6 * 13705.86 / 60 * 25 $3,426


112 * 0 * 152 / 80 * 25 *1.15

$0


332 * 229.99978603 * 15.47/ 100 * 25 * 1.15

$339,620

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert

$0 + $352,109 + $103,320+ $3,426 + $0 + $339,620

$798,475



Status : Original


Original Current






1.60 MILES NO OF COUNTY LINETO 2.20 MILES NO

Termini 1.60 MILES NO OF COUNTY LINETO 2.20 MILES NO











MILL AND OVERLAY UNDER SAP66-645-04, LET 4-7-03 (APS).

Comments MILL AND OVERLAY UNDER SAP66-645-04, LET 4-7-03 (APS).


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 1280397.01 / 60 * 25 *1.1

$352,109


0.6 * 2376 * 57.98 / 20 * 25 $103,320


0.6 * 13705.86 / 60 * 25 $3,426


$0 + $352,109 + $103,320+ $3,426

$458,855



Status : Original


Original Current






2.2O MILE NO OF COUNTY LINETO CSAH 15

Termini 2.2O MILE NO OF COUNTY LINETO CSAH 15











Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1280397.01 / 60 * 25 *1.1

$58,685


0.1 * 2376 * 57.98 / 20 * 25 $17,220


0.1 * 13705.86 / 60 * 25 $571


$0 + $58,685 + $17,220 +$571

$76,476



Status : Original


Original Current






CSAH 15 TO 0.72 M S OF CSAH 19 Termini CSAH 15 TO 0.72 M S OF CSAH 19











Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.9 * 1280397.01 / 60 * 25 *1.1

$1,701,861


2.9 * 2376 * 57.98 / 20 * 25 $499,382


2.9 * 13705.86 / 60 * 25 $16,561


$0 + $1,701,861 + $499,382+ $16,561

$2,217,804



Status : Revised


Original Current






0.72 MI S TO 0.14 MI S OF CSAH 19 Termini 0.72 MI S TO 0.14 MI S OF CSAH 19











Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.58 * 2904860.94 / 60 * 25* 1.15

$807,309


0.58 * 2904 * 57.98 / 15 * 25 $162,761


0.58 * 51162.01 / 60 * 25 $12,364


$0 + $807,309 + $162,761+ $12,364

$982,434



Status : Original


Original Current






0.14 MI S TO CSAH 19 Termini 0.14 MI S TO CSAH 19











Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 2904860.94 / 60 * 25* 1.15

$194,868


0.14 * 2904 * 57.98 / 15 * 25 $39,287


0.14 * 51162.01 / 60 * 25 $2,984


$0 + $194,868 + $39,287 +$2,984

$237,139



Status : Revised


Original Current






TH 21 TO 0.10 MI NORTH Termini TH 21 TO 0.10 MI NORTH











2016 SAP 066-646-005 CONCRETEOL TH21 TO CSAH1

Comments 2016 SAP 066-646-005 CONCRETEOL TH21 TO CSAH1


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1280397.01 / 60 * 25 *1.1

$58,685


0.1 * 2376 * 57.98 / 20 * 25 $17,220


0.1 * 13705.86 / 60 * 25 $571


$0 + $58,685 + $17,220 +$571

$76,476



Status : Revised


Original Current






0.10 MI N TO 1.0 MI N OF TH 21 (NLIMITS)

Termini 0.10 MI N TO 1.0 MI N OF TH 21 (NLIMITS)














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 1280397.01 / 60 * 25 *1.1

$528,164


0.9 * 2376 * 57.98 / 20 * 25 $154,981


0.9 * 13705.86 / 60 * 25 $5,140


$0 + $528,164 + $154,981+ $5,140

$688,285



Status : Revised


Original Current






1.0 MI NORTH OF TH 21 TO TH 19 Termini 1.0 MI NORTH OF TH 21 TO TH 19












2015 SAP 066-646-006 CULVERTR&R 66J70

2015 SAP 066-646-007 CATTLEPASS R&R - NO STRUCTURE#

2015 SAP 066-646-008 66" RC PIPE- NO STRUCTURE#

2012 SAP 066-646-004 TIED TO066-601-022, INTERSECTION @CSAH 1


2015 SAP 066-646-006 CULVERTR&R 66J70

2015 SAP 066-646-007 CATTLEPASS R&R - NO STRUCTURE#

2015 SAP 066-646-008 66" RC PIPE- NO STRUCTURE#

2012 SAP 066-646-004 TIED TO066-601-022, INTERSECTION @CSAH 1


Segment Override


Original Current


6.53 Milepoint 6.53


WOLF CREEK Feature Crossed WOLF CREEK



14 Culvert Width 14

8 Culvert Height 8




2015 SAP 066-646-006 CULVERTR&R - 130FT VERIFIED

1-LINE 14'X8' AND 1-LINE 14'X7'REINFORCED CONCRETE BOXCULVERT

Comments 2015 SAP 066-646-006 CULVERTR&R - 130FT VERIFIED

1-LINE 14'X8' AND 1-LINE 14'X7'REINFORCED CONCRETE BOXCULVERT



Original Current


8.46 Milepoint 8.46



Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


9.1 * 1280397.01 / 60 * 25 *1.1

$5,340,323


9.1 * 2376 * 57.98 / 20 * 25 $1,567,025


9.1 * 13705.86 / 60 * 25 $51,968


130 * 210 * 15.47 / 100 * 25* 1.15

$121,420


94 * 191.99998986 * 15.47 /100 * 25 * 1.15

$80,271


$0 + $5,340,323 +$1,567,025 + $51,968 +$121,420 + $80,271

$7,161,007



Status : Original


Original Current






TH 19 TO N. CO. LINE Termini TH 19 TO N. CO. LINE











Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


5.2 * 1280397.01 / 60 * 25 *1.1

$3,051,613


5.2 * 2376 * 57.98 / 20 * 25 $895,443


5.2 * 13705.86 / 60 * 25 $29,696


$0 + $3,051,613 + $895,443+ $29,696

$3,976,752



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.52 * 2904860.94 / 60 * 25* 1.15

$723,795


0.52 * 2904 * 57.98 / 15 * 25 $145,924


0.52 * 51162.01 / 60 * 25 $11,085


$0 + $723,795 + $145,924+ $11,085

$880,804



Status : Original


Original Current





DIVIDED Existing Lane Description DIVIDED

TH 60 TO 1.09 MI S Termini TH 60 TO 1.09 MI S









THTB-NOT ELIGIBLE FOR TBFUNDS

Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS

2013 SAP 066-648-005INTERSECTION WORK ON CSAH


Comments 2013 SAP 066-648-005INTERSECTION WORK ON CSAH



Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


1.09 * 2417478.95 / 60 * 25* 1.1

$1,207,732


1.09 * 3564 * 57.98 / 20 * 25 $281,548


1.09 * 443115.08 / 60 * 25 $201,248


$105,469 + $1,207,732 +$281,548 + $201,248

$1,795,997



Status : Original


Original Current






INTERSECTION OF NW 30THSTREET & PARK AVE TO THEINTERSECTION OF CSAH NO. 9

Termini INTERSECTION OF NW 30THSTREET & PARK AVE TO THEINTERSECTION OF CSAH NO. 9










2014 SAP 066-676-001 RECONST170TH TO CASH 9

Comments 2014 SAP 066-676-001 RECONST170TH TO CASH 9


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.54 * 975142.53 / 60 * 25 *1.1

$1,582,169


3.54 * 2112 * 57.98 / 20 * 25 $541,858


3.54 * 32462.65 / 60 * 25 $47,882


$0 + $1,582,169 + $541,858+ $47,882

$2,171,909



Status : Original


Original Current






CSAH 1 TO 225 FT WEST Termini CSAH 1 TO 225 FT WEST







Latest Year SA funds



Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.04 * 1280397.01 / 60 * 25* 1.1

$23,474


0.04 * 2376 * 57.98 / 20 * 25 $6,888


0.04 * 13705.86 / 60 * 25 $228


$0 + $23,474 + $6,888 +$228

$30,590



Status : Original


Original Current






225 FT W OF CSAH 1 TO N LIMDUNDAS

Termini 225 FT W OF CSAH 1 TO N LIMDUNDAS










CHANGED FROM CR SYSTEM TOCSAH SYSTEM 2003

Comments CHANGED FROM CR SYSTEM TOCSAH SYSTEM 2003


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.46 * 1280397.01 / 60 * 25* 1.1

$269,950


0.46 * 2376 * 57.98 / 20 * 25 $79,212


0.46 * 13705.86 / 60 * 25 $2,627


$0 + $269,950 + $79,212 +$2,627

$351,789



Status : Original


Original Current






N LIM DUNDAS TO S LIM OFNORTHFIELD

Termini N LIM DUNDAS TO S LIM OFNORTHFIELD










2013 SAP 066-678-001 CULVERTR&R STEEL PIPE


Comments 2013 SAP 066-678-001 CULVERTR&R STEEL PIPE



Segment Override


Original Current


0.1 Milepoint 0.1


Rice Creek Feature Crossed Rice Creek



12 Culvert Width 12





2013 SAP 066-678-001 CULVERTR&R STEEL PIPE

Comments 2013 SAP 066-678-001 CULVERTR&R STEEL PIPE




Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1280397.01 / 60 * 25 *1.1

$58,685


0.1 * 2376 * 57.98 / 20 * 25 $17,220


0.1 * 13705.86 / 60 * 25 $571


87 * 120 * 15.47 / 100 * 25 *1.15

$46,433


$0 + $58,685 + $17,220 +$571 + $46,433

$122,909



Status : Original


Original Current






S LIM OF NORTHFIELD TOARMSTRONG RD (MSAS 118)

Termini S LIM OF NORTHFIELD TOARMSTRONG RD (MSAS 118)













Segment Override


Original Current





Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.37 * 1280397.01 / 60 * 25* 1.1

$803,983


1.37 * 2376 * 57.98 / 20 * 25 $235,915


1.37 * 13705.86 / 60 * 25 $7,824


94 * 225.99992079 * 15.47 /100 * 25 * 1.15

$94,485


$0 + $803,983 + $235,915+ $7,824 + $94,485

$1,142,207



Status : Original


Original Current






4.1 MI W TO 2.5 MI W OF CSAH 46(ON NORTH CO LINE)

Termini 4.1 MI W TO 2.5 MI W OF CSAH 46(ON NORTH CO LINE)










2013 SAP 066-686-002 M&OL Comments 2013 SAP 066-686-002 M&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.6 * 1280397.01 / 60 * 25 *1.1

$938,958


1.6 * 2376 * 57.98 / 20 * 25 $275,521


1.6 * 13705.86 / 60 * 25 $9,137


$0 + $938,958 + $275,521+ $9,137

$1,223,616



Status : Original


Original Current






2.50 M W TO CSAH 46 Termini 2.50 M W TO CSAH 46










2013 SAP 066-686-002 M&OL Comments 2013 SAP 066-686-002 M&OL


Segment Override


Original Current


2.61 Milepoint 2.61


PORTER CREEK Feature Crossed PORTER CREEK

Type of Service

Number of Spans




Comments



Original Current


1.93 Milepoint 1.93



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.5 * 1280397.01 / 60 * 25 *1.1

$1,467,122


2.5 * 2376 * 57.98 / 20 * 25 $430,502


2.5 * 13705.86 / 60 * 25 $14,277


138.67 * 47.33 * 152 / 80 *25 * 1.15

$358,518


141.01 * 47.33 * 152 / 80 *25 * 1.15

$364,567

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Bridge

$0 + $1,467,122 + $430,502+ $14,277 + $358,518 +$364,567

$2,634,986



Status : Original


Original Current






CSAH 46 TO 0.10 MILES EAST Termini CSAH 46 TO 0.10 MILES EAST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1280397.01 / 60 * 25 *1.1

$58,685


0.1 * 2376 * 57.98 / 20 * 25 $17,220


0.1 * 13705.86 / 60 * 25 $571


$0 + $58,685 + $17,220 +$571

$76,476



Status : Original


Original Current






CSAH 39 TO SO LIM OFFARIBAULT

Termini CSAH 39 TO SO LIM OFFARIBAULT










PROPOSED CHANGE TO CSAHSYSTEM FROM CO RD

Comments PROPOSED CHANGE TO CSAHSYSTEM FROM CO RD


Segment Override


Original Current


0.71 Milepoint 0.71


CROCKERS CREEK Feature Crossed CROCKERS CREEK



14 Culvert Width 14





Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 1280397.01 / 60 * 25 *1.1

$880,273


1.5 * 2376 * 57.98 / 20 * 25 $258,301


1.5 * 13705.86 / 60 * 25 $8,566


74 * 197.99978772 * 15.47 /100 * 25 * 1.15

$65,167


$0 + $880,273 + $258,301+ $8,566 + $65,167

$1,212,307



Status : Original


Original Current






S LIM OF FARIBAULT TO 0.40 MI N Termini S LIM OF FARIBAULT TO 0.40 MI N













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1280397.01 / 60 * 25 *1.1

$234,739


0.4 * 2376 * 57.98 / 20 * 25 $68,880


0.4 * 13705.86 / 60 * 25 $2,284


$0 + $234,739 + $68,880 +$2,284

$305,903



Status : Original


Original Current






0.40 MI N OF S LIM OF FARIBAULTTO 4TH ST (MSAS 113)

Termini 0.40 MI N OF S LIM OF FARIBAULTTO 4TH ST (MSAS 113)













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.47 * 2904860.94 / 60 * 25* 1.15

$654,199


0.47 * 2904 * 57.98 / 15 * 25 $131,893


0.47 * 51162.01 / 60 * 25 $10,019


$0 + $654,199 + $131,893+ $10,019

$796,111



Status : Original


Original Current






MAIN ST N TO HALSTAD AVE Termini MAIN ST N TO HALSTAD AVE











66-696-01 WAS DONE IN 2007WITH LOCAL FUNDS WILL BEAPPLYING FOR LOCAL EFFORT


66-696-01 WAS DONE IN 2007WITH LOCAL FUNDS WILL BEAPPLYING FOR LOCAL EFFORT


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.26 * 2904860.94 / 60 * 25* 1.15

$361,897


0.26 * 2904 * 57.98 / 15 * 25 $72,962


0.26 * 51162.01 / 60 * 25 $5,543


$0 + $361,897 + $72,962 +$5,543

$440,402



Status : Original


Original Current






HALSTED AVE FROM FIG ST TO0.10 MI N

Termini HALSTED AVE FROM FIG ST TO0.10 MI N











PROJECT 66-696-01 WAS DONE IN2007 WITH LOCAL MONIES WILLBE APPLING FOR LOCAL EFFORT


PROJECT 66-696-01 WAS DONE IN2007 WITH LOCAL MONIES WILLBE APPLING FOR LOCAL EFFORT


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1280397.01 / 60 * 25 *1.1

$58,685


0.1 * 2376 * 57.98 / 20 * 25 $17,220


0.1 * 13705.86 / 60 * 25 $571


$0 + $58,685 + $17,220 +$571

$76,476



Status : Original


Original Current






.1 MI NORTH OF FIG ST TO CR 54 Termini .1 MI NORTH OF FIG ST TO CR 54













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 1280397.01 / 60 * 25 *1.1

$528,164


0.9 * 2376 * 57.98 / 20 * 25 $154,981


0.9 * 13705.86 / 60 * 25 $5,140


$0 + $528,164 + $154,981+ $5,140

$688,285



Status : Original


Original Current






CR 54 TO .30 MILE SOUTH OFCSAH 86

Termini CR 54 TO .30 MILE SOUTH OFCSAH 86













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.7 * 1280397.01 / 60 * 25 *1.1

$1,584,491


2.7 * 2376 * 57.98 / 20 * 25 $464,942


2.7 * 13705.86 / 60 * 25 $15,419


$0 + $1,584,491 + $464,942+ $15,419

$2,064,852



Status : Original


Original Current






.30 MILE SOUTH OF CSAH 86 TOCSAH 86

Termini .30 MILE SOUTH OF CSAH 86 TOCSAH 86











RECONSTRUCTED 2009, SP 66-696-002TIED W/ 66-686-001


RECONSTRUCTED 2009, SP 66-696-002TIED W/ 66-686-001


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 975142.53 / 60 * 25 *1.1

$134,082


0.3 * 2112 * 57.98 / 20 * 25 $45,920


0.3 * 32462.65 / 60 * 25 $4,058


$0 + $134,082 + $45,920 +$4,058

$184,060

SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : RICE Segment Nbr :...

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Transcript of SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : RICE Segment Nbr :...