SANEEDS - CSAH - Segment Report Roadway Segment Status ... · 0.7 * 26314.46 / 60 * 25 $7,675 Total Segment Cost Signal Leg + Construction + Preservation + ROW $0 + $720,884 + $231,942

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : HOUSTON Segment Nbr : 028-601-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1 Segment Length 1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

BEAVER PARK TO BEAVER PARKBOUNDARY

Termini BEAVER PARK TO BEAVER PARKBOUNDARY

156 Present AADT 40

2012 Year of Count 2016

3.9 Projection Factor 1

156 Projected Traffic 40

RURAL Design Type RURAL

2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )

1990 Latest Year SA funds 1990

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

SMALL 0.16 MILE GRADINGPROJECT AT PARK ENTRANCECONSTRUCTED IN 2007 UNDERSAP 28-601-009. THIS SECTION ISNOT BROKEN-OUT ANDREFLECTED IN OVERALLSECTION DATA.

Comments SMALL 0.16 MILE GRADINGPROJECT AT PARK ENTRANCECONSTRUCTED IN 2007 UNDERSAP 28-601-009. THIS SECTION ISNOT BROKEN-OUT ANDREFLECTED IN OVERALLSECTION DATA.

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

92501 Structure Number 92501

0.68 Milepoint 0.68

1967 Year Built 1967

STREAM Feature Crossed STREAM

Type of Service

2 Number of Barrels 2

Culvert Width

Culvert Height

61 Culvert Length 61

95.99999493 Area of Waterway Opening 95.99999493

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

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

1 * 1017490.97 / 60 * 25 *1.1

$466,350

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 68.46 / 20 * 25 $180,734

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 32791.35 / 60 * 25 $13,663

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

61 * 95.99999493 * 15.47 /100 * 25 * 1.15

$26,045

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

$0 + $466,350 + $180,734+ $13,663 + $26,045

$686,792



Status : Original


Original Current


0.5 Segment Length 0.5




BEAVER PARK BOUNDARY TOROLLING HILLS ROAD

Termini BEAVER PARK BOUNDARY TOROLLING HILLS ROAD

156 Present AADT 40









Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1017490.97 / 60 * 25 *1.1

$233,175


0.5 * 2112 * 68.46 / 20 * 25 $90,367


0.5 * 32791.35 / 60 * 25 $6,832

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $233,175 + $90,367 +$6,832

$330,374



Status : Original


Original Current






ROLLING HILLS ROAD TO W LIMCALEDONIA

Termini ROLLING HILLS ROAD TO W LIMCALEDONIA

242 Present AADT 205









Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.7 * 1017490.97 / 60 * 25 *1.1

$792,795


1.7 * 2112 * 68.46 / 20 * 25 $307,248


1.7 * 32791.35 / 60 * 25 $23,227


$0 + $792,795 + $307,248+ $23,227

$1,123,270



Status : Original


Original Current

CALEDONIA Municipality CALEDONIA





W LIM CALEDONIA TO TH 76 Termini W LIM CALEDONIA TO TH 76










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1017490.97 / 60 * 25 *1.1

$233,175


0.5 * 2112 * 68.46 / 20 * 25 $90,367


0.5 * 32791.35 / 60 * 25 $6,832


$0 + $233,175 + $90,367 +$6,832

$330,374



Status : Original


Original Current

EITZEN Municipality EITZEN





TH 76 TO EAST LIMITS EITZEN Termini TH 76 TO EAST LIMITS EITZEN





URBAN Design Type URBAN

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




Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 2149219.78 / 60 * 25 *1.15

$720,884


0.7 * 2904 * 68.46 / 15 * 25 $231,942


0.7 * 26314.46 / 60 * 25 $7,675


$0 + $720,884 + $231,942+ $7,675

$960,501



Status : Original


Original Current






EAST LIM EITZEN TO IOWA LINE Termini EAST LIM EITZEN TO IOWA LINE










2014 SP 029-602-012 FLOODREPAIRS, SHOULDERS

BITUMINOUS RECLAMATION ANDBITUMINOUS SURFACINGPROJECT IN 2001 WAS DONEWITH LOCAL FUNDS

Comments 2014 SP 029-602-012 FLOODREPAIRS, SHOULDERS

BITUMINOUS RECLAMATION ANDBITUMINOUS SURFACINGPROJECT IN 2001 WAS DONEWITH LOCAL FUNDS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.8 * 1017490.97 / 60 * 25 *1.1

$1,305,780


2.8 * 2112 * 68.46 / 20 * 25 $506,056


2.8 * 32791.35 / 60 * 25 $38,257


$0 + $1,305,780 + $506,056+ $38,257

$1,850,093



Status : Original


Original Current






0.6 MI SW CSAH 31 TO SE STATELINE

Termini 0.6 MI SW CSAH 31 TO SE STATELINE










2014 SP 029-602-012 FLOODREPAIRS, SHOULDERS

RECONDITIONING UNDER SAP 28-602-11, LET 6-6-01. APS

Comments 2014 SP 029-602-012 FLOODREPAIRS, SHOULDERS



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.9 * 1017490.97 / 60 * 25 *1.1

$1,352,415


2.9 * 2112 * 68.46 / 20 * 25 $524,130


2.9 * 32791.35 / 60 * 25 $39,623


$0 + $1,352,415 + $524,130+ $39,623

$1,916,168



Status : Original


Original Current






JCT TH 44 TO DECORAH ST Termini JCT TH 44 TO DECORAH ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.35 * 2149219.78 / 60 * 25* 1.15

$360,442


0.35 * 2904 * 68.46 / 15 * 25 $115,971


0.35 * 26314.46 / 60 * 25 $3,838


$0 + $360,442 + $115,971+ $3,838

$480,251



Status : Original


Original Current






DECORAH ST TO PINE ST Termini DECORAH ST TO PINE ST










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.18 * 2149219.78 / 60 * 25* 1.15

$185,370


0.18 * 2904 * 68.46 / 15 * 25 $59,642


0.18 * 26314.46 / 60 * 25 $1,974


$70,313 + $185,370 +$59,642 + $1,974

$317,299



Status : Original


Original Current






PINE ST TO WINNEBAGO ST Termini PINE ST TO WINNEBAGO ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.15 * 2149219.78 / 60 * 25* 1.15

$154,475


0.15 * 2904 * 68.46 / 15 * 25 $49,702


0.15 * 26314.46 / 60 * 25 $1,645


$0 + $154,475 + $49,702 +$1,645

$205,822



Status : Original


Original Current






WINNEBAGO ST TO E CITY LIM Termini WINNEBAGO ST TO E CITY LIM










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.48 * 2149219.78 / 60 * 25* 1.15

$494,321


0.48 * 2904 * 68.46 / 15 * 25 $159,046


0.48 * 26314.46 / 60 * 25 $5,263


$0 + $494,321 + $159,046+ $5,263

$658,630



Status : Original


Original Current






E CITY LIM CALEDONIA TO 0.1 MIEAST

Termini E CITY LIM CALEDONIA TO 0.1 MIEAST










2014 SP 028-603-024 FLOODREPAIRS, DITCH

MILLED BIT SURFACE AND BITPAVEMENT UNDER SAP 28-603-19

Comments 2014 SP 028-603-024 FLOODREPAIRS, DITCH



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1128323.19 / 60 * 25 *1.1

$51,715


0.1 * 2376 * 68.46 / 20 * 25 $20,333


0.1 * 22225.46 / 60 * 25 $926


$0 + $51,715 + $20,333 +$926

$72,974



Status : Original


Original Current






0.1 MI E OF E LIM CALEDONIA TOCSAH 32

Termini 0.1 MI E OF E LIM CALEDONIA TOCSAH 32











BIT RECLAMATION AND BITPAVEMENT UNDER SAP 28-603-19




Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 1128323.19 / 60 * 25 *1.1

$465,433


0.9 * 2376 * 68.46 / 20 * 25 $182,994


0.9 * 22225.46 / 60 * 25 $8,335


$0 + $465,433 + $182,994+ $8,335

$656,762



Status : Original


Original Current






CSAH 32 TO 0.2 MILES N OF CSAH32

Termini CSAH 32 TO 0.2 MILES N OF CSAH32















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1017490.97 / 60 * 25 *1.1

$93,270


0.2 * 2112 * 68.46 / 20 * 25 $36,147


0.2 * 32791.35 / 60 * 25 $2,733


$0 + $93,270 + $36,147 +$2,733

$132,150



Status : Original


Original Current






0.20 MILES N OF CSAH 32 TO JCTWITH GAVIN ROAD

Termini 0.20 MILES N OF CSAH 32 TO JCTWITH GAVIN ROAD











AGGREGATE BASE ANDBITUMINOUS SURFACING UNDERSAP 28-603-17, LET 03-12-03

GRADING AND BRIDGE 28J08UNDER SAP 28-603-13, LET 1-10-01. APS


AGGREGATE BASE ANDBITUMINOUS SURFACING UNDERSAP 28-603-17, LET 03-12-03

GRADING AND BRIDGE 28J08UNDER SAP 28-603-13, LET 1-10-01. APS


Segment Override


Original Current

28J08 Structure Number 28J08

2.543 Milepoint 2.543


DRY RUN Feature Crossed DRY RUN

STREAM CROSSING Type of Service STREAM CROSSING


14 Culvert Width 14

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.6 * 1017490.97 / 60 * 25 *1.1

$2,145,210


4.6 * 2112 * 68.46 / 20 * 25 $831,378


4.6 * 32791.35 / 60 * 25 $62,850


100 * 0.99996631 * 15.47 /100 * 25 * 1.15

$445


$0 + $2,145,210 + $831,378+ $62,850 + $445

$3,039,883



Status : Original


Original Current






JCT WITH GAVIN ROAD TO 0.08 MIEAST OF JCT OF WEINBENDERRD

Termini JCT WITH GAVIN ROAD TO 0.08 MIEAST OF JCT OF WEINBENDERRD











GRADING AND AGGREGATEBASE UNDER SAP 28-603-16; BITSURFACE UNDER SAP 28-603-18


GRADING AND AGGREGATEBASE UNDER SAP 28-603-16; BITSURFACE UNDER SAP 28-603-18


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.8 * 1017490.97 / 60 * 25 *1.1

$1,772,130


3.8 * 2112 * 68.46 / 20 * 25 $686,791


3.8 * 32791.35 / 60 * 25 $51,920


$0 + $1,772,130 + $686,791+ $51,920

$2,510,841



Status : Original


Original Current






0.08 MI EAST OF JCTWEINBENDER RD TO SW LIMITSBROWNSVILLE

Termini 0.08 MI EAST OF JCTWEINBENDER RD TO SW LIMITSBROWNSVILLE










2014 SAP 028-603-022 BR R&R28555



Comments 2014 SAP 028-603-022 BR R&R28555




Segment Override

Bridge Information Status: Original

Original Current


12.953 Milepoint 12.953


WILDCAT CREEK Feature Crossed WILDCAT CREEK

Type of Service

3 Number of Spans 3

136.34 Bridge Length 136.34

35.33 Bridge Width 35.33


2014 SAP 028-603-022 BR R&R28555

Comments 2014 SAP 028-603-022 BR R&R28555

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



Computation Result


0 * 56250 / 40 * 25 $0


2.3 * 1017490.97 / 60 * 25 *1.1

$1,072,605


2.3 * 2112 * 68.46 / 20 * 25 $415,689


2.3 * 32791.35 / 60 * 25 $31,425

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

136.34 * 35.33 * 152 / 80 *25 * 1.15

$263,123

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

$0 + $1,072,605 + $415,689+ $31,425 + $263,123

$1,782,842



Status : Original


Original Current

BROWNSVILLE Municipality BROWNSVILLE





SW LIM BROWNSVILLE TO 0.17 MIEAST

Termini SW LIM BROWNSVILLE TO 0.17 MIEAST










2015 SAP 028-603-025 OL


Comments 2015 SAP 028-603-025 OL



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.17 * 1017490.97 / 60 * 25* 1.1

$79,280


0.17 * 2112 * 68.46 / 20 * 25 $30,725


0.17 * 32791.35 / 60 * 25 $2,323


$0 + $79,280 + $30,725 +$2,323

$112,328



Status : Original


Original Current






0.17 MI E OF SW LIMITSBROWNSVILLE TO 0.08 MI W OFNINTH ST

Termini 0.17 MI E OF SW LIMITSBROWNSVILLE TO 0.08 MI W OFNINTH ST










Comments


Segment Override


Original Current


13.563 Milepoint 13.563


SPRING BROOK Feature Crossed SPRING BROOK



14 Culvert Width 14

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.65 * 1017490.97 / 60 * 25* 1.1

$303,128


0.65 * 2112 * 68.46 / 20 * 25 $117,477


0.65 * 32791.35 / 60 * 25 $8,881


134 * 81.00050028 * 15.47 /100 * 25 * 1.15

$48,275


$0 + $303,128 + $117,477+ $8,881 + $48,275

$477,761



Status : Original


Original Current






0.08 MI WEST OF NINTH STREETTO NINTH STREET

Termini 0.08 MI WEST OF NINTH STREETTO NINTH STREET










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 2149219.78 / 60 * 25* 1.15

$82,387


0.08 * 2904 * 68.46 / 15 * 25 $26,508


0.08 * 26314.46 / 60 * 25 $877


$0 + $82,387 + $26,508 +$877

$109,772



Status : Original


Original Current






9TH AND MAIN IN BROWNSVILLETO TH 26

Termini 9TH AND MAIN IN BROWNSVILLETO TH 26











Comments MILLED BIT SURFACE AND BITPAVEMENT UNDER SAP 28-603-21


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.49 * 2149219.78 / 60 * 25* 1.15

$504,619


0.49 * 2904 * 68.46 / 15 * 25 $162,360


0.49 * 26314.46 / 60 * 25 $5,373


$0 + $504,619 + $162,360+ $5,373

$672,352



Status : Original


Original Current






IOWA STATE LINE TO 2.2 MI NO Termini IOWA STATE LINE TO 2.2 MI NO

153 Present AADT 85









Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.2 * 1017490.97 / 60 * 25 *1.1

$1,025,970


2.2 * 2112 * 68.46 / 20 * 25 $397,616


2.2 * 32791.35 / 60 * 25 $30,059


$0 + $1,025,970 + $397,616+ $30,059

$1,453,645



Status : Original


Original Current


2 Segment Length 2

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH



2.2 MI N IA LINE TO SW LIMSPRING GROVE

Termini 2.2 MI N IA LINE TO SW LIMSPRING GROVE










BITUMINOUS RECLAMATIONPROJECT IN 2007 UNDER SAP 28-604-027.

Comments BITUMINOUS RECLAMATIONPROJECT IN 2007 UNDER SAP 28-604-027.


Segment Override


Original Current


2.32 Milepoint 2.32


BEAR CREEK Feature Crossed BEAR CREEK

Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2 * 1017490.97 / 60 * 25 *1.1

$932,700


2 * 2112 * 68.46 / 20 * 25 $361,469


2 * 32791.35 / 60 * 25 $27,326


59 * 158.00005893 * 15.47 /100 * 25 * 1.15

$41,461


$0 + $932,700 + $361,469+ $27,326 + $41,461

$1,362,956



Status : Original


Original Current

SPRING GROVE Municipality SPRING GROVE





SW LIM SPRING GROVE TO TH 44 Termini SW LIM SPRING GROVE TO TH 44










BITUMINOUS RECLAMATION IN2007 UNDER SAP 28-604-028.

Comments BITUMINOUS RECLAMATION IN2007 UNDER SAP 28-604-028.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.24 * 1017490.97 / 60 * 25* 1.1

$111,924


0.24 * 2112 * 68.46 / 20 * 25 $43,376


0.24 * 32791.35 / 60 * 25 $3,279


$0 + $111,924 + $43,376 +$3,279

$158,579



Status : Original


Original Current






TH 44 TO NO LIM SPRING GROVE Termini TH 44 TO NO LIM SPRING GROVE










2014 SP 028-604-035 FLOODREPAIRS, DITCHES

2014 SAP 028-604-033 RC&OL

Comments 2014 SP 028-604-035 FLOODREPAIRS, DITCHES

2014 SAP 028-604-033 RC&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1017490.97 / 60 * 25 *1.1

$233,175


0.5 * 2112 * 68.46 / 20 * 25 $90,367


0.5 * 32791.35 / 60 * 25 $6,832


$0 + $233,175 + $90,367 +$6,832

$330,374



Status : Original


Original Current






N LIM SPRING GROVE TO BLACKHAMMER CHURCH

Termini N LIM SPRING GROVE TO BLACKHAMMER CHURCH











2014 SAP 028-604-033 RC&OL


2014 SAP 028-604-033 RC&OL


Segment Override


Original Current


6.4 Milepoint 6.4


BEAVER CREEK Feature Crossed BEAVER CREEK

Type of Service


8 Culvert Width 8

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.8 * 1017490.97 / 60 * 25 *1.1

$1,772,130


3.8 * 2112 * 68.46 / 20 * 25 $686,791


3.8 * 32791.35 / 60 * 25 $51,920


62 * 127.99999324 * 15.47 /100 * 25 * 1.15

$35,296


$0 + $1,772,130 + $686,791+ $51,920 + $35,296

$2,546,137



Status : Original


Original Current


3 Segment Length 3




BLACK HAMMER CHURCH TOFARLEY HILL

Termini BLACK HAMMER CHURCH TOFARLEY HILL











2014 SAP 028-604-033 RC&OL

2013 SAP 028-604-031 RC&OL


2014 SAP 028-604-033 RC&OL

2013 SAP 028-604-031 RC&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 1017490.97 / 60 * 25 *1.1

$1,399,050


3 * 2112 * 68.46 / 20 * 25 $542,203


3 * 32791.35 / 60 * 25 $40,989


$0 + $1,399,050 + $542,203+ $40,989

$1,982,242



Status : Original


Original Current






FARLEY HILL TO ROOSTERVALLEY ROAD (T-125)

Termini FARLEY HILL TO ROOSTERVALLEY ROAD (T-125)











2014 SAP 028-604-033 RC&OL

2013 SAP 028-604-031 RC&OL


2014 SAP 028-604-033 RC&OL

2013 SAP 028-604-031 RC&OL


Segment Override


Original Current




RICEFORD CREEK Feature Crossed RICEFORD CREEK


3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.3 * 1017490.97 / 60 * 25 *1.1

$606,255


1.3 * 2112 * 68.46 / 20 * 25 $234,955


1.3 * 32791.35 / 60 * 25 $17,762


112.5 * 39.3 * 152 / 80 * 25* 1.15

$241,511


$0 + $606,255 + $234,955+ $17,762 + $241,511

$1,100,483



Status : Original


Original Current






ROOSTER VALLEY ROAD (T- 125)TO YUCATAN (CREAMERY DR)

Termini ROOSTER VALLEY ROAD (T- 125)TO YUCATAN (CREAMERY DR)











2014 SAP 028-604-033 RC&OL

2013 SAP 028-604-031 RC&OL


2014 SAP 028-604-033 RC&OL

2013 SAP 028-604-031 RC&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.6 * 1017490.97 / 60 * 25 *1.1

$746,160


1.6 * 2112 * 68.46 / 20 * 25 $289,175


1.6 * 32791.35 / 60 * 25 $21,861


$0 + $746,160 + $289,175+ $21,861

$1,057,196



Status : Original


Original Current


2 Segment Length 2




YUCATAN TO 1.2 MILES NE OFC.S.A.H. 15

Termini YUCATAN TO 1.2 MILES NE OFC.S.A.H. 15











2013 SAP 028-604-031 RC&OL


2013 SAP 028-604-031 RC&OL


Segment Override


Original Current




S FK ROOT RIVER Feature Crossed S FK ROOT RIVER


3 Number of Spans 3




Comments

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



Computation Result


0 * 56250 / 40 * 25 $0


2 * 1017490.97 / 60 * 25 *1.1

$932,700


2 * 2112 * 68.46 / 20 * 25 $361,469


2 * 32791.35 / 60 * 25 $27,326


186.5 * 36.2 * 138 / 80 * 25* 1.15

$334,822


$0 + $932,700 + $361,469+ $27,326 + $334,822

$1,656,317



Status : Original


Original Current






1.20 MILES NE OF C.S.A.H. 15 TO6.0 MILES SW OF T.H. 76

Termini 1.20 MILES NE OF C.S.A.H. 15 TO6.0 MILES SW OF T.H. 76











2013 SAP 028-604-031 RC&OL


2013 SAP 028-604-031 RC&OL


Segment Override


Original Current




BRIDGE CREEK Feature Crossed BRIDGE CREEK



Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 1017490.97 / 60 * 25 *1.1

$699,525


1.5 * 2112 * 68.46 / 20 * 25 $271,102


1.5 * 32791.35 / 60 * 25 $20,495


67 * 287.99998479 * 15.47 /100 * 25 * 1.15

$85,821


$0 + $699,525 + $271,102+ $20,495 + $85,821

$1,076,943



Status : Original


Original Current


6 Segment Length 6




6.0 MI SW TH 76 TO TH 76 Termini 6.0 MI SW TH 76 TO TH 76











2012 SAP 028-604-029 CUL# 28J42REPLACES 7033




Segment Override


Original Current







10 Culvert Width 10

6 Culvert Height 6


180 Area of Waterway Opening 180



Comments 2012 SAP 028-604-029 CUL# 28J42REPLACES 7033



Original Current





Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments



Original Current





Type of Service


8 Culvert Width 8

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


6 * 1017490.97 / 60 * 25 *1.1

$2,798,100


6 * 2112 * 68.46 / 20 * 25 $1,084,406


6 * 32791.35 / 60 * 25 $81,978


54 * 180 * 15.47 / 100 * 25 *1.15

$43,231


40 * 63.99999662 * 15.47 /100 * 25 * 1.15

$11,386


33 * 95.99999493 * 15.47 /100 * 25 * 1.15

$14,090

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

$0 + $2,798,100 +$1,084,406 + $81,978 +$43,231 + $11,386 +$14,090

$4,033,191



Status : Original


Original Current






JCT CSAH 3 TO ADAMS ST Termini JCT CSAH 3 TO ADAMS ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2149219.78 / 60 * 25 *1.15

$514,917


0.5 * 2904 * 68.46 / 15 * 25 $165,673


0.5 * 26314.46 / 60 * 25 $5,482


$0 + $514,917 + $165,673+ $5,482

$686,072



Status : Original


Original Current






ADAMS ST TO SO LIM CALEDONIA Termini ADAMS ST TO SO LIM CALEDONIA










2015 SAP 028-605-019 OL Comments 2015 SAP 028-605-019 OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 1017490.97 / 60 * 25* 1.1

$116,588


0.25 * 2112 * 68.46 / 20 * 25 $45,184


0.25 * 32791.35 / 60 * 25 $3,416


$0 + $116,588 + $45,184 +$3,416

$165,188



Status : Original


Original Current



AGGREGATE SURF Existing Surface Type AGGREGATE SURF



S LIM CALEDONIA TO CSAH 14 Termini S LIM CALEDONIA TO CSAH 14










2014 SAP 028-605-018 PH1 0.27FROM S LIM TO CSAH5

2010, SP 28-605-12, GRADE &BASE

2012 UPDATE - MISSING CULVERT28J25 REPLACING 88415, MOVEDCULVERTS FROM SEG030FURTHER SOUTH.

Comments 2014 SAP 028-605-018 PH1 0.27FROM S LIM TO CSAH5

2010, SP 28-605-12, GRADE &BASE

2012 UPDATE - MISSING CULVERT28J25 REPLACING 88415, MOVEDCULVERTS FROM SEG030FURTHER SOUTH.


Segment Override


Original Current


1.52 Milepoint 1.52


WINNEBAGO CREEK Feature Crossed WINNEBAGO CREEK

Type of Service

Number of Spans




Comments



Original Current


2.51 Milepoint 2.51



Type of Service

Number of Spans

33 Bridge Length 33



Comments



Original Current


0 Milepoint 0


Feature Crossed

Type of Service


10 Culvert Width 10

10 Culvert Height 10




2010 SP 028-605-012 CULVERT28J25 REPLACES 88415. NOTPREVIOUSLY RECORDED FORSEG 030

Comments 2010 SP 028-605-012 CULVERT28J25 REPLACES 88415. NOTPREVIOUSLY RECORDED FORSEG 030




Computation Result


0 * 56250 / 40 * 25 $0


2.6 * 1017490.97 / 60 * 25 *1.1

$1,212,510


2.6 * 2112 * 68.46 / 20 * 25 $469,909


2.6 * 32791.35 / 60 * 25 $35,524


114.4 * 38.7 * 152 / 80 * 25* 1.15

$241,840


33 * 18.3 * 152 / 80 * 25 *1.15

$32,988


134 * 200 * 15.47 / 100 * 25* 1.15

$119,196

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

$0 + $1,212,510 + $469,909+ $35,524 + $241,840 +$32,988 + $119,196

$2,111,967



Status : Original


Original Current






CSAH 14 TO 0.70 MI SO Termini CSAH 14 TO 0.70 MI SO










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 1017490.97 / 60 * 25 *1.1

$326,445


0.7 * 2112 * 68.46 / 20 * 25 $126,514


0.7 * 32791.35 / 60 * 25 $9,564


$0 + $326,445 + $126,514+ $9,564

$462,523



Status : Original


Original Current






0.7 MI TO 5.0 MI S CSAH 14 Termini 0.7 MI TO 5.0 MI S CSAH 14










Comments


Segment Override


Original Current


7.69 Milepoint 7.69



Type of Service

Number of Spans


35 Bridge Width 35


Comments



Original Current


7.44 Milepoint 7.44



Type of Service


10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.3 * 1017490.97 / 60 * 25 *1.1

$2,005,305


4.3 * 2112 * 68.46 / 20 * 25 $777,158


4.3 * 32791.35 / 60 * 25 $58,751


107.3 * 35 * 152 / 80 * 25 *1.15

$205,144


56 * 159.99999155 * 15.47 /100 * 25 * 1.15

$39,851

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

$0 + $2,005,305 + $777,158+ $58,751 + $205,144 +$39,851

$3,086,209



Status : Original


Original Current






5.0 M TO 5.7 M S OF CSAH 14 Termini 5.0 M TO 5.7 M S OF CSAH 14

50 Present AADT 45









Comments


Segment Override



Computation Result


0.7 * 508745.49 / 60 * 25 *1.1

$163,223


0.7 * 546 * 10.3 / 2 * 25 $49,208


0.7 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$163,223 + $49,208 + $0 $212,431



Status : Original


Original Current






5.7 MI SO OF CSAH 14 TO CSAH 23 Termini 5.7 MI SO OF CSAH 14 TO CSAH 23

50 Present AADT 45









Comments


Segment Override


Original Current


9.58 Milepoint 9.58



Type of Service

Number of Spans


18 Bridge Width 18


Comments




Computation Result


0.6 * 508745.49 / 60 * 25 *1.1

$139,905


0.6 * 546 * 10.3 / 2 * 25 $42,179


0.6 * 0 / 60 * 25 $0


36.5 * 18 * 152 / 80 * 25 *1.15

$35,889

Total Segment Cost Construction +Preservation + ROW +Bridge

$139,905 + $42,179 + $0 +$35,889

$217,973



Status : Original


Original Current






CSAH 23 TO 0.5 MILES WEST OFCORRAL DRIVE

Termini CSAH 23 TO 0.5 MILES WEST OFCORRAL DRIVE

83 Present AADT 75









SEGMENT SPLIT TO REPORTCONSTRUCTION UNDER SP 28-605-11, LET 7-7-04. APS

Comments SEGMENT SPLIT TO REPORTCONSTRUCTION UNDER SP 28-605-11, LET 7-7-04. APS


Segment Override


Original Current


5.71 Milepoint 5.71




1 Number of Spans 1




Comments



Original Current





Type of Service

Number of Spans

25 Bridge Length 25



Comments



Original Current





Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


5.3 * 508745.49 / 60 * 25 *1.1

$1,235,828


5.3 * 546 * 10.3 / 2 * 25 $372,577


5.3 * 0 / 60 * 25 $0


110.6 * 39.3 * 152 / 80 * 25* 1.15

$237,432


25 * 17.8 * 152 / 80 * 25 *1.15

$24,308


32 * 60.00013138 * 15.47 /100 * 25 * 1.15

$8,539

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

$1,235,828 + $372,577 + $0+ $237,432 + $24,308 +$8,539

$1,878,684



Status : Original


Original Current






0.5 MILES WEST TO 0.2 MILESWEST OF CORRAL DRIVE

Termini 0.5 MILES WEST TO 0.2 MILESWEST OF CORRAL DRIVE

83 Present AADT 75












Segment Override


Original Current


2.23 Milepoint 2.23


WINNEBEGO CRK TRIB Feature Crossed WINNEBEGO CRK TRIB



14 Culvert Width 14

7 Culvert Height 7




Comments




Computation Result


0.3 * 508745.49 / 60 * 25 *1.1

$69,953


0.3 * 546 * 10.3 / 2 * 25 $21,089


0.3 * 0 / 60 * 25 $0


64 * 195.9998551 * 15.47 /100 * 25 * 1.15

$55,791

Total Segment Cost Construction +Preservation + ROW +Culvert

$69,953 + $21,089 + $0 +$55,791

$146,833



Status : Original


Original Current






0.2 MILES WEST TO 0.1 MILESWEST OF CORRAL DRIVE

Termini 0.2 MILES WEST TO 0.1 MILESWEST OF CORRAL DRIVE

83 Present AADT 75












Segment Override



Computation Result


0.1 * 508745.49 / 60 * 25 *1.1

$23,318


0.1 * 546 * 10.3 / 2 * 25 $7,030


0.1 * 0 / 60 * 25 $0


$23,318 + $7,030 + $0 $30,348



Status : Original


Original Current






0.1 MILES WEST OF CORRAL DRTO0.2 MILES EAST OF CORRAL DR

Termini 0.1 MILES WEST OF CORRAL DRTO0.2 MILES EAST OF CORRAL DR

83 Present AADT 75









Comments


Segment Override



Computation Result


0.3 * 508745.49 / 60 * 25 *1.1

$69,953


0.3 * 546 * 10.3 / 2 * 25 $21,089


0.3 * 0 / 60 * 25 $0


$69,953 + $21,089 + $0 $91,042



Status : Original


Original Current






0.2 MILES EAST OF CORRALDRIVE TO IOWA STATE LINE

Termini 0.2 MILES EAST OF CORRALDRIVE TO IOWA STATE LINE

83 Present AADT 75









NEW SEGMENT TO REFLECT NEWCONSTRUCTION IN SEGMENT 28-605-070. APS

Comments NEW SEGMENT TO REFLECT NEWCONSTRUCTION IN SEGMENT 28-605-070. APS


Segment Override


Original Current


16.1 Milepoint 16.1


S FK CROOKED CREEK Feature Crossed S FK CROOKED CREEK

Type of Service


16 Culvert Width 16





Comments




Computation Result


1.6 * 508745.49 / 60 * 25 *1.1

$373,080


1.6 * 546 * 10.3 / 2 * 25 $112,476


1.6 * 0 / 60 * 25 $0


49 * 161.99992417 * 15.47 /100 * 25 * 1.15

$35,305


$373,080 + $112,476 + $0+ $35,305

$520,861



Status : Original


Original Current






NO CO LINE TO PINE CREEK BR Termini NO CO LINE TO PINE CREEK BR










Comments


Segment Override


Original Current


1.7 Milepoint 1.7


PINE CREEK Feature Crossed PINE CREEK

Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.7 * 1017490.97 / 60 * 25 *1.1

$792,795


1.7 * 2112 * 68.46 / 20 * 25 $307,248


1.7 * 32791.35 / 60 * 25 $23,227


144.5 * 35.3 * 152 / 80 * 25* 1.15

$278,634


$0 + $792,795 + $307,248+ $23,227 + $278,634

$1,401,904



Status : Original


Original Current


4 Segment Length 4




1.7 MI SE OF NO CO LINE TO 2.0 MIW OF W LIM LACRESCENT

Termini 1.7 MI SE OF NO CO LINE TO 2.0 MIW OF W LIM LACRESCENT










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4 * 1017490.97 / 60 * 25 *1.1

$1,865,400


4 * 2112 * 68.46 / 20 * 25 $722,938


4 * 32791.35 / 60 * 25 $54,652


$0 + $1,865,400 + $722,938+ $54,652

$2,642,990



Status : Original


Original Current






2.0 MI W OF W LIM LACRESCENTTO NORTH PINE CREEK RD (T-311)

Termini 2.0 MI W OF W LIM LACRESCENTTO NORTH PINE CREEK RD (T-311)










Comments


Segment Override


Original Current


6.3 Milepoint 6.3




3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1017490.97 / 60 * 25 *1.1

$186,540


0.4 * 2112 * 68.46 / 20 * 25 $72,294


0.4 * 32791.35 / 60 * 25 $5,465


170.4 * 39.3 * 138 / 80 * 25* 1.15

$332,115


$0 + $186,540 + $72,294 +$5,465 + $332,115

$596,414



Status : Original


Original Current






NORTH PINE CREEK RD TO 0.9 MIW OF W CITY LIM OFLACRESCENT

Termini NORTH PINE CREEK RD TO 0.9 MIW OF W CITY LIM OFLACRESCENT










Comments


Segment Override


Original Current







12 Culvert Width 12

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1128323.19 / 60 * 25 *1.1

$206,859


0.4 * 2376 * 68.46 / 20 * 25 $81,330


0.4 * 22225.46 / 60 * 25 $3,704


82 * 84.00039921 * 15.47 /100 * 25 * 1.15

$30,635


$0 + $206,859 + $81,330 +$3,704 + $30,635

$322,528



Status : Original


Original Current






0.90 MI W TO W CITY LIM OFLACRESCENT

Termini 0.90 MI W TO W CITY LIM OFLACRESCENT











Comments RECONDITIONING UNDER SAP 28-606-19, LET 4-29-02. APS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 2149219.78 / 60 * 25 *1.15

$926,851


0.9 * 2904 * 68.46 / 15 * 25 $298,212


0.9 * 26314.46 / 60 * 25 $9,868


$0 + $926,851 + $298,212+ $9,868

$1,234,931



Status : Original


Original Current

LA CRESCENT Municipality LA CRESCENT





W LIM OF LACRESCENT TOLARCH ST

Termini W LIM OF LACRESCENT TOLARCH ST













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.12 * 2149219.78 / 60 * 25* 1.15

$123,580


0.12 * 2904 * 68.46 / 15 * 25 $39,762


0.12 * 26314.46 / 60 * 25 $1,316


$0 + $123,580 + $39,762 +$1,316

$164,658



Status : Original


Original Current






LARCH ST TO CSAH 29 Termini LARCH ST TO CSAH 29










CHANGES WERE MADE IN THEPROPOSED DATA TO REFLECTTHE ELIGIBILITY FOR NEEDS FOR4 LANES OF TRAFFIC, FULLYREALIZING THAT THESE NEEDSWILL NOT BE EARNED AT THISTIME.

RESURFACED UNDER PROJECTSAP 28-606-22 AWARD 2008 RLL

Comments CHANGES WERE MADE IN THEPROPOSED DATA TO REFLECTTHE ELIGIBILITY FOR NEEDS FOR4 LANES OF TRAFFIC, FULLYREALIZING THAT THESE NEEDSWILL NOT BE EARNED AT THISTIME.

RESURFACED UNDER PROJECTSAP 28-606-22 AWARD 2008 RLL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 2149219.78 / 60 * 25 *1.15

$617,901


0.6 * 2904 * 68.46 / 15 * 25 $198,808


0.6 * 26314.46 / 60 * 25 $6,579


$0 + $617,901 + $198,808+ $6,579

$823,288



Status : Original


Original Current






CSAH 29 TO TH 61 Termini CSAH 29 TO TH 61










THIS IS A NEW SEGMENT ANDWAS PRIOR PART OF 28--606--050.THIS PROJECT WASCONSTRUCTED IN 2007 UNDER SP28-606-20.

Comments THIS IS A NEW SEGMENT ANDWAS PRIOR PART OF 28--606--050.THIS PROJECT WASCONSTRUCTED IN 2007 UNDER SP28-606-20.


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.22 * 2149219.78 / 60 * 25* 1.15

$226,564


0.22 * 2904 * 68.46 / 15 * 25 $72,896


0.22 * 26314.46 / 60 * 25 $2,412


$35,156 + $226,564 +$72,896 + $2,412

$337,028



Status : Original


Original Current

HOKAH Municipality HOKAH





TH 16 TO EAST LIMITS HOKAH Termini TH 16 TO EAST LIMITS HOKAH










Comments


Segment Override


Original Current




THOMPSON CREEK Feature Crossed THOMPSON CREEK


3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1017490.97 / 60 * 25 *1.1

$186,540


0.4 * 2112 * 68.46 / 20 * 25 $72,294


0.4 * 32791.35 / 60 * 25 $5,465


156.3 * 43.3 * 138 / 80 * 25* 1.15

$335,640


$0 + $186,540 + $72,294 +$5,465 + $335,640

$599,939



Status : Original


Original Current






EAST LIMITS HOKAH TO TH 26 Termini EAST LIMITS HOKAH TO TH 26










Comments


Segment Override


Original Current







10 Culvert Width 10

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.3 * 1017490.97 / 60 * 25 *1.1

$1,072,605


2.3 * 2112 * 68.46 / 20 * 25 $415,689


2.3 * 32791.35 / 60 * 25 $31,425


64 * 99.99986017 * 15.47 /100 * 25 * 1.15

$28,465


$0 + $1,072,605 + $415,689+ $31,425 + $28,465

$1,548,184



Status : Original


Original Current






ON IOWA STATE LINE TO 1.5 MI W Termini ON IOWA STATE LINE TO 1.5 MI W

44 Present AADT 40









Comments


Segment Override



Computation Result


1.5 * 508745.49 / 60 * 25 *1.1

$349,763


1.5 * 546 * 10.3 / 2 * 25 $105,446


1.5 * 0 / 60 * 25 $0


$349,763 + $105,446 + $0 $455,209



Status : Original


Original Current


3 Segment Length 3




IA LINE TO TH 44 Termini IA LINE TO TH 44










2013 PHASE 1 RECONST 028-608-013 CULVERT 28J44 R&R 88417

Comments 2013 PHASE 1 RECONST 028-608-013 CULVERT 28J44 R&R 88417


Segment Override


Original Current


1.77 Milepoint 1.77





12 Culvert Width 12

8 Culvert Height 8




CONSTRUCTED UNDER PROJECTSP 028-608-013 PHASE 1RECONST

Comments CONSTRUCTED UNDER PROJECTSP 028-608-013 PHASE 1RECONST




Computation Result


0 * 56250 / 40 * 25 $0


3 * 1017490.97 / 60 * 25 *1.1

$1,399,050


3 * 2112 * 68.46 / 20 * 25 $542,203


3 * 32791.35 / 60 * 25 $40,989


228 * 96 * 15.47 / 100 * 25 *1.15

$97,350


$0 + $1,399,050 + $542,203+ $40,989 + $97,350

$2,079,592



Status : Original


Original Current






TH 44 TO CSAH 33 Termini TH 44 TO CSAH 33

44 Present AADT 40









Comments


Segment Override



Computation Result


1.9 * 508745.49 / 60 * 25 *1.1

$443,033


1.9 * 546 * 10.3 / 2 * 25 $133,565


1.9 * 0 / 60 * 25 $0


$443,033 + $133,565 + $0 $576,598



Status : Original


Original Current






CSAH 33 TO 1.1 M NW Termini CSAH 33 TO 1.1 M NW










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 1017490.97 / 60 * 25 *1.1

$512,985


1.1 * 2112 * 68.46 / 20 * 25 $198,808


1.1 * 32791.35 / 60 * 25 $15,029


$0 + $512,985 + $198,808+ $15,029

$726,822



Status : Original


Original Current






1.1 M NW OF CSAH 33 TO W COLINE

Termini 1.1 M NW OF CSAH 33 TO W COLINE










Comments


Segment Override



Computation Result


0.8 * 508745.49 / 60 * 25 *1.1

$186,540


0.8 * 546 * 10.3 / 2 * 25 $56,238


0.8 * 0 / 60 * 25 $0


$186,540 + $56,238 + $0 $242,778



Status : Original


Original Current
















2014 SAP 028-609-014 RC&OL Comments 2014 SAP 028-609-014 RC&OL


Segment Override


Original Current


2.19 Milepoint 2.19



Type of Service


10 Culvert Width 10

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.6 * 1017490.97 / 60 * 25 *1.1

$1,212,510


2.6 * 2112 * 68.46 / 20 * 25 $469,909


2.6 * 32791.35 / 60 * 25 $35,524


46 * 50.00046828 * 15.47 /100 * 25 * 1.15

$10,230


$0 + $1,212,510 + $469,909+ $35,524 + $10,230

$1,728,173



Status : Original


Original Current






CSAH 21 TO 1.6 MI NO Termini CSAH 21 TO 1.6 MI NO










2014 SAP 028-609-014 RC&OL

2012 SAP 028-609-013

Comments 2014 SAP 028-609-014 RC&OL

2012 SAP 028-609-013


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.6 * 1017490.97 / 60 * 25 *1.1

$746,160


1.6 * 2112 * 68.46 / 20 * 25 $289,175


1.6 * 32791.35 / 60 * 25 $21,861


$0 + $746,160 + $289,175+ $21,861

$1,057,196



Status : Original


Original Current






4.2 MI NE TH 76 TO NO CO LINE Termini 4.2 MI NE TH 76 TO NO CO LINE













Segment Override


Original Current


4.24 Milepoint 4.24


SILVER CREEK Feature Crossed SILVER CREEK

Type of Service

Number of Spans


36 Bridge Width 36


Comments



Original Current


5.69 Milepoint 5.69



Type of Service


10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.9 * 1017490.97 / 60 * 25 *1.1

$1,352,415


2.9 * 2112 * 68.46 / 20 * 25 $524,130


2.9 * 32791.35 / 60 * 25 $39,623


119.4 * 36 * 152 / 80 * 25 *1.15

$234,800


136 * 159.99999155 * 15.47/ 100 * 25 * 1.15

$96,780


$0 + $1,352,415 + $524,130+ $39,623 + $234,800 +$96,780

$2,247,748



Status : Original


Original Current






TH 76 TO 1.90 MI NW Termini TH 76 TO 1.90 MI NW










RECONDITIONING PROJECT IN2000 USING LOCAL FUNDS.

Comments RECONDITIONING PROJECT IN2000 USING LOCAL FUNDS.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.9 * 1017490.97 / 60 * 25 *1.1

$886,065


1.9 * 2112 * 68.46 / 20 * 25 $343,395


1.9 * 32791.35 / 60 * 25 $25,960


$0 + $886,065 + $343,395+ $25,960

$1,255,420



Status : Original


Original Current






1.90 MI NW TH 76 TO 0.4 MI SE OFWEST BEAVER ROAD (T- 175)

Termini 1.90 MI NW TH 76 TO 0.4 MI SE OFWEST BEAVER ROAD (T- 175)










2015 SAP 028-610-020 CULVERTREPLACE BRIDGE


Comments 2015 SAP 028-610-020 CULVERTREPLACE BRIDGE



Segment Override


Original Current


3.14 Milepoint 3.14



Type of Service

Number of Spans

24 Bridge Length 24

24 Bridge Width 24


Comments



Original Current


2.76 Milepoint 2.76



Type of Service


12 Culvert Width 12

6 Culvert Height 6




2015 SAP 028-610-020 CULVERTREPLACE BRIDGE

Comments 2015 SAP 028-610-020 CULVERTREPLACE BRIDGE




Computation Result


0 * 56250 / 40 * 25 $0


1.7 * 1017490.97 / 60 * 25 *1.1

$792,795


1.7 * 2112 * 68.46 / 20 * 25 $307,248


1.7 * 32791.35 / 60 * 25 $23,227


24 * 24 * 152 / 80 * 25 *1.15

$31,464


95 * 72 * 15.47 / 100 * 25 *1.15

$30,422


$0 + $792,795 + $307,248+ $23,227 + $31,464 +$30,422

$1,185,156



Status : Original


Original Current






0.4 MI SE OF W BEAVER RD (T-175) TO 0.2 MI NW OF W BEAVERRD

Termini 0.4 MI SE OF W BEAVER RD (T-175) TO 0.2 MI NW OF W BEAVERRD










GRADING, BASE, AND BITPAVEMENT UNDER SP 28-610-16

Comments GRADING, BASE, AND BITPAVEMENT UNDER SP 28-610-16


Segment Override


Original Current


4.06 Milepoint 4.06




3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 1017490.97 / 60 * 25 *1.1

$279,810


0.6 * 2112 * 68.46 / 20 * 25 $108,441


0.6 * 32791.35 / 60 * 25 $8,198


125.5 * 39.3 * 152 / 80 * 25* 1.15

$269,419


$0 + $279,810 + $108,441+ $8,198 + $269,419

$665,868



Status : Original


Original Current






0.2 MILES NW OF WEST BEAVERROAD (T-175) TO CSAH 11

Termini 0.2 MILES NW OF WEST BEAVERROAD (T-175) TO CSAH 11










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1017490.97 / 60 * 25 *1.1

$186,540


0.4 * 2112 * 68.46 / 20 * 25 $72,294


0.4 * 32791.35 / 60 * 25 $5,465


$0 + $186,540 + $72,294 +$5,465

$264,299



Status : Original


Original Current






CSAH 11 TO 1.30 MI N Termini CSAH 11 TO 1.30 MI N










SAP 28-610-17 BRIDGE 28J10 ANDAPPROACH GRADING, LET 5-10-04. APS

Comments SAP 28-610-17 BRIDGE 28J10 ANDAPPROACH GRADING, LET 5-10-04. APS


Segment Override


Original Current


5.25 Milepoint 5.25





Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.3 * 1017490.97 / 60 * 25 *1.1

$606,255


1.3 * 2112 * 68.46 / 20 * 25 $234,955


1.3 * 32791.35 / 60 * 25 $17,762


56 * 223.99998817 * 15.47 /100 * 25 * 1.15

$55,791


$0 + $606,255 + $234,955+ $17,762 + $55,791

$914,763



Status : Original


Original Current


1 Segment Length 1




1.30 MI N TO 2.30 MI N OF CSAH 11 Termini 1.30 MI N TO 2.30 MI N OF CSAH 11










Comments


Segment Override


Original Current


Milepoint




1 Number of Spans 1

79 Bridge Length 79



Comments




Computation Result


0 * 56250 / 40 * 25 $0


1 * 1017490.97 / 60 * 25 *1.1

$466,350


1 * 2112 * 68.46 / 20 * 25 $180,734


1 * 32791.35 / 60 * 25 $13,663


79 * 25.5 * 152 / 80 * 25 *1.15

$110,042


$0 + $466,350 + $180,734+ $13,663 + $110,042

$770,789



Status : Original


Original Current






2.3 MI TO 2.7 MI NORTH OF CSAH11

Termini 2.3 MI TO 2.7 MI NORTH OF CSAH11










SAP 28-610-018 NEW BR 28538AWARD 7/8/08 RLL

2010, SAP 28-610-19 OVERLAY

Comments SAP 28-610-018 NEW BR 28538AWARD 7/8/08 RLL

2010, SAP 28-610-19 OVERLAY


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1017490.97 / 60 * 25 *1.1

$186,540


0.4 * 2112 * 68.46 / 20 * 25 $72,294


0.4 * 32791.35 / 60 * 25 $5,465


$0 + $186,540 + $72,294 +$5,465

$264,299



Status : Original


Original Current






2.7 MI NORTH OF CSAH 11 TO TH76

Termini 2.7 MI NORTH OF CSAH 11 TO TH76










SAP 28-610-018 NEW BR 28538AWARD 7/8/08 RLL

Comments SAP 28-610-018 NEW BR 28538AWARD 7/8/08 RLL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.6 * 1017490.97 / 60 * 25 *1.1

$1,212,510


2.6 * 2112 * 68.46 / 20 * 25 $469,909


2.6 * 32791.35 / 60 * 25 $35,524


$0 + $1,212,510 + $469,909+ $35,524

$1,717,943



Status : Original


Original Current






CSAH 4 TO 2.6 MI NE Termini CSAH 4 TO 2.6 MI NE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.6 * 1017490.97 / 60 * 25 *1.1

$1,212,510


2.6 * 2112 * 68.46 / 20 * 25 $469,909


2.6 * 32791.35 / 60 * 25 $35,524


$0 + $1,212,510 + $469,909+ $35,524

$1,717,943



Status : Original


Original Current






2.6 M NE OF CSAH 4 TO CSAH 10 Termini 2.6 M NE OF CSAH 4 TO CSAH 10

88 Present AADT 90









Comments


Segment Override



Computation Result


3.6 * 508745.49 / 60 * 25 *1.1

$839,430


3.6 * 546 * 10.3 / 2 * 25 $253,071


3.6 * 0 / 60 * 25 $0


$839,430 + $253,071 + $0 $1,092,501



Status : Original


Original Current


4 Segment Length 4




CSAH 11 TO 4.0 MILES EAST Termini CSAH 11 TO 4.0 MILES EAST

77 Present AADT 70









Comments


Segment Override


Original Current


2.57 Milepoint 2.57



Type of Service

Number of Spans

167 Bridge Length 167



Comments



Original Current


2.39 Milepoint 2.39



Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


4 * 508745.49 / 60 * 25 * 1.1 $932,700


4 * 546 * 10.3 / 2 * 25 $281,190


4 * 0 / 60 * 25 $0


167 * 38.5 * 138 / 80 * 25 *1.15

$318,863


62 * 120.00026276 * 15.47 /100 * 25 * 1.15

$33,090

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

$932,700 + $281,190 + $0+ $318,863 + $33,090

$1,565,843



Status : Original


Original Current






4 MI E OF CSAH 11 TO 3.4 W OFLIMITS CALEDONIA

Termini 4 MI E OF CSAH 11 TO 3.4 W OFLIMITS CALEDONIA

77 Present AADT 70









Comments


Segment Override



Computation Result


1.1 * 508745.49 / 60 * 25 *1.1

$256,493


1.1 * 546 * 10.3 / 2 * 25 $77,327


1.1 * 0 / 60 * 25 $0


$256,493 + $77,327 + $0 $333,820



Status : Original


Original Current






3.4 MI W TO W LIM CALEDONIA Termini 3.4 MI W TO W LIM CALEDONIA













Segment Override


Original Current


7.31 Milepoint 7.31



Type of Service


12 Culvert Width 12

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.4 * 1017490.97 / 60 * 25 *1.1

$1,585,590


3.4 * 2112 * 68.46 / 20 * 25 $614,497


3.4 * 32791.35 / 60 * 25 $46,454


81 * 76.99955865 * 15.47 /100 * 25 * 1.15

$27,740


$0 + $1,585,590 + $614,497+ $46,454 + $27,740

$2,274,281



Status : Original


Original Current



PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC



W LIM CALEDONIA TO TH 44 Termini W LIM CALEDONIA TO TH 44










BITUMINOUS WIDENING ANDOVERLAY OF EXISTINGCONCRETE PAVEMENT IN 2001WAS DONE WITH LOCAL FUNDS

Comments BITUMINOUS WIDENING ANDOVERLAY OF EXISTINGCONCRETE PAVEMENT IN 2001WAS DONE WITH LOCAL FUNDS


Segment Override


Original Current


8.99 Milepoint 8.99



Type of Service


10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 1017490.97 / 60 * 25 *1.1

$373,080


0.8 * 2112 * 68.46 / 20 * 25 $144,588


0.8 * 32791.35 / 60 * 25 $10,930


37 * 80.00053397 * 15.47 /100 * 25 * 1.15

$13,165


$0 + $373,080 + $144,588+ $10,930 + $13,165

$541,763



Status : Original


Original Current






WEST CO LINE TO 3.9 MI E Termini WEST CO LINE TO 3.9 MI E










RECONDITIONING PROJECT IN2000 USING STATE AID FUNDS.SAP 28-613-07

Comments RECONDITIONING PROJECT IN2000 USING STATE AID FUNDS.SAP 28-613-07


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.9 * 1017490.97 / 60 * 25 *1.1

$1,818,765


3.9 * 2112 * 68.46 / 20 * 25 $704,864


3.9 * 32791.35 / 60 * 25 $53,286


$0 + $1,818,765 + $704,864+ $53,286

$2,576,915



Status : Original


Original Current






3.9 MI E TO 6.7 MI E OF W CO LINE Termini 3.9 MI E TO 6.7 MI E OF W CO LINE










RECONDITIONING PROJECT IN2000 USING STATE AID FUNDS.SAP 28-613-07

Comments RECONDITIONING PROJECT IN2000 USING STATE AID FUNDS.SAP 28-613-07


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.8 * 1017490.97 / 60 * 25 *1.1

$1,305,780


2.8 * 2112 * 68.46 / 20 * 25 $506,056


2.8 * 32791.35 / 60 * 25 $38,257


$0 + $1,305,780 + $506,056+ $38,257

$1,850,093



Status : Original


Original Current






6.7 MI E OF W CO LINE TO W LIMHOUSTON

Termini 6.7 MI E OF W CO LINE TO W LIMHOUSTON










2015 SAP 028-996-010 ER FUNDS,RC&OL

SEALCOATING PROJECT IN 2000USING LOCAL FUNDS

Comments 2015 SAP 028-996-010 ER FUNDS,RC&OL



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.6 * 1017490.97 / 60 * 25 *1.1

$1,212,510


2.6 * 2112 * 68.46 / 20 * 25 $469,909


2.6 * 32791.35 / 60 * 25 $35,524


$0 + $1,212,510 + $469,909+ $35,524

$1,717,943



Status : Original


Original Current

HOUSTON Municipality HOUSTON





W LIM HOUSTON TO 140 FT WWASHINGTON ST

Termini W LIM HOUSTON TO 140 FT WWASHINGTON ST










BITUMINOUS OVERLAY PROJECTIN 2000 USING LOCAL FUNDS

Comments BITUMINOUS OVERLAY PROJECTIN 2000 USING LOCAL FUNDS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.34 * 1017490.97 / 60 * 25* 1.1

$158,559


0.34 * 2112 * 68.46 / 20 * 25 $61,450


0.34 * 32791.35 / 60 * 25 $4,645


$0 + $158,559 + $61,450 +$4,645

$224,654



Status : Original


Original Current






140 FT W WASH ST TO MAPLE ST Termini 140 FT W WASH ST TO MAPLE ST













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 2149219.78 / 60 * 25 *1.15

$411,934


0.4 * 2904 * 68.46 / 15 * 25 $132,539


0.4 * 26314.46 / 60 * 25 $4,386


$0 + $411,934 + $132,539+ $4,386

$548,859



Status : Original


Original Current






MAPLE ST TO TH 76 Termini MAPLE ST TO TH 76










RECONDITIONING UNDER SAP 28-613-08,, LET 4-29-02. APS

Comments RECONDITIONING UNDER SAP 28-613-08,, LET 4-29-02. APS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 2149219.78 / 60 * 25* 1.15

$61,790


0.06 * 2904 * 68.46 / 15 * 25 $19,881


0.06 * 26314.46 / 60 * 25 $658


$0 + $61,790 + $19,881 +$658

$82,329



Status : Revised


Original Current






CSAH 5 TO 4.2 MI E Termini CSAH 5 TO 4.2 MI E










2016 SAP 028-614-011 RC&OL





Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.2 * 1017490.97 / 60 * 25 *1.1

$1,958,670


4.2 * 2112 * 68.46 / 20 * 25 $759,084


4.2 * 32791.35 / 60 * 25 $57,385


$0 + $1,958,670 + $759,084+ $57,385

$2,775,139



Status : Revised


Original Current






4.2 MI E OF CSAH 5 TO TH 26 Termini 4.2 MI E OF CSAH 5 TO TH 26










2016 SAP 028-614-011 RC&OL





Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


7.6 * 1017490.97 / 60 * 25 *1.1

$3,544,260


7.6 * 2112 * 68.46 / 20 * 25 $1,373,581


7.6 * 32791.35 / 60 * 25 $103,839


$0 + $3,544,260 +$1,373,581 + $103,839

$5,021,680



Status : Original


Original Current



SURFACE TREATED Existing Surface Type SURFACE TREATED



W CO LINE TO FILLMORE DRIVE(T-206)

Termini W CO LINE TO FILLMORE DRIVE(T-206)

61 Present AADT 55










Comments SEALCOATING PROJECT IN 2000USING LOCAL FUNDS


Segment Override


Original Current


0.28 Milepoint 0.28


S FK ROOT RIVER Feature Crossed S FK ROOT RIVER

Type of Service

Number of Spans




Comments




Computation Result


0.7 * 508745.49 / 60 * 25 *1.1

$163,223


0.7 * 546 * 10.3 / 2 * 25 $49,208


0.7 * 0 / 60 * 25 $0


138.7 * 31.8 * 152 / 80 * 25* 1.15

$240,932


$163,223 + $49,208 + $0 +$240,932

$453,363



Status : Original


Original Current


1 Segment Length 1




FROM FILLMORE DRIVE (T-206) TO1.7 MILES NE OF WEST CO LINE

Termini FROM FILLMORE DRIVE (T-206) TO1.7 MILES NE OF WEST CO LINE

61 Present AADT 55










Comments SEALCOATING PROJECT IN 2000USING LOCAL FUNDS


Segment Override



Computation Result


1 * 508745.49 / 60 * 25 * 1.1 $233,175


1 * 546 * 10.3 / 2 * 25 $70,298


1 * 0 / 60 * 25 $0


$233,175 + $70,298 + $0 $303,473



Status : Original


Original Current






1.7 MI NE OF W CO LINE TO CSAH4

Termini 1.7 MI NE OF W CO LINE TO CSAH4

154 Present AADT 55









Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.4 * 1017490.97 / 60 * 25 *1.1

$652,890


1.4 * 2112 * 68.46 / 20 * 25 $253,028


1.4 * 32791.35 / 60 * 25 $19,128


$0 + $652,890 + $253,028+ $19,128

$925,046



Status : Original


Original Current






IOWA LINE TO 0.10 MI SOUTH OFSO LIM SPRING GROVE

Termini IOWA LINE TO 0.10 MI SOUTH OFSO LIM SPRING GROVE













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.2 * 1017490.97 / 60 * 25 *1.1

$1,958,670


4.2 * 2112 * 68.46 / 20 * 25 $759,084


4.2 * 32791.35 / 60 * 25 $57,385


$0 + $1,958,670 + $759,084+ $57,385

$2,775,139



Status : Original


Original Current






0.10 MI SOUTH OF SOUTH LIMITSSPRING GROVE TO SOUTH LIMITS

Termini 0.10 MI SOUTH OF SOUTH LIMITSSPRING GROVE TO SOUTH LIMITS













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 2149219.78 / 60 * 25 *1.15

$102,983


0.1 * 2904 * 68.46 / 15 * 25 $33,135


0.1 * 26314.46 / 60 * 25 $1,096


$0 + $102,983 + $33,135 +$1,096

$137,214



Status : Original


Original Current






SO LIM SPRING GROVE TO 0.35 MINORTH

Termini SO LIM SPRING GROVE TO 0.35 MINORTH










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.35 * 2149219.78 / 60 * 25* 1.15

$360,442


0.35 * 2904 * 68.46 / 15 * 25 $115,971


0.35 * 26314.46 / 60 * 25 $3,838


$0 + $360,442 + $115,971+ $3,838

$480,251



Status : Original


Original Current






0.35 MI N OF S LIMITS TO TH 44 Termini 0.35 MI N OF S LIMITS TO TH 44










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 2149219.78 / 60 * 25* 1.15

$72,088


0.07 * 2904 * 68.46 / 15 * 25 $23,194


0.07 * 26314.46 / 60 * 25 $768


$0 + $72,088 + $23,194 +$768

$96,050



Status : Original


Original Current
















2015 SP 028-617-010 CULVERTR&R


Comments 2015 SP 028-617-010 CULVERTR&R



Segment Override


Original Current


1.9 Milepoint 1.9



Type of Service


10 Culvert Width 10

7 Culvert Height 7




SP 028-617-010 Comments SP 028-617-010




Computation Result


0 * 56250 / 40 * 25 $0


3.7 * 1017490.97 / 60 * 25 *1.1

$1,725,495


3.7 * 2112 * 68.46 / 20 * 25 $668,717


3.7 * 32791.35 / 60 * 25 $50,553


67 * 140 * 15.47 / 100 * 25 *1.15

$41,719


$0 + $1,725,495 + $668,717+ $50,553 + $41,719

$2,486,484



Status : Original


Original Current
















BITUMINOUS RECLAMATIONUNDER SAP 28-617-008.

Comments BITUMINOUS RECLAMATIONUNDER SAP 28-617-008.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.8 * 1017490.97 / 60 * 25 *1.1

$1,305,780


2.8 * 2112 * 68.46 / 20 * 25 $506,056


2.8 * 32791.35 / 60 * 25 $38,257


$0 + $1,305,780 + $506,056+ $38,257

$1,850,093



Status : Original


Original Current






MAIN TO BENTON INBROWNSVILLE

Termini MAIN TO BENTON INBROWNSVILLE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.11 * 1017490.97 / 60 * 25* 1.1

$51,299


0.11 * 2112 * 68.46 / 20 * 25 $19,881


0.11 * 32791.35 / 60 * 25 $1,503


$0 + $51,299 + $19,881 +$1,503

$72,683



Status : Original


Original Current






BENTON TO BENNETT INBROWNSVILLE

Termini BENTON TO BENNETT INBROWNSVILLE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.11 * 1017490.97 / 60 * 25* 1.1

$51,299


0.11 * 2112 * 68.46 / 20 * 25 $19,881


0.11 * 32791.35 / 60 * 25 $1,503


$0 + $51,299 + $19,881 +$1,503

$72,683



Status : Original


Original Current






BENNETT TO 0.23 MILES NORTH Termini BENNETT TO 0.23 MILES NORTH










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 2149219.78 / 60 * 25* 1.15

$236,862


0.23 * 2904 * 68.46 / 15 * 25 $76,210


0.23 * 26314.46 / 60 * 25 $2,522


$0 + $236,862 + $76,210 +$2,522

$315,594



Status : Original


Original Current






0.23 MI NORTH OF BENNETT TONW LIM BROWNSVILLE

Termini 0.23 MI NORTH OF BENNETT TONW LIM BROWNSVILLE










Comments


Segment Override


Original Current


0.46 Milepoint 0.46


SPRING BROOK Feature Crossed SPRING BROOK

Type of Service


10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.93 * 1017490.97 / 60 * 25* 1.1

$433,706


0.93 * 2112 * 68.46 / 20 * 25 $168,083


0.93 * 32791.35 / 60 * 25 $12,707


100 * 159.99999155 * 15.47/ 100 * 25 * 1.15

$71,162


$0 + $433,706 + $168,083+ $12,707 + $71,162

$685,658



Status : Original


Original Current






NW LIMITS BROWNSVILLE TO 0.7MI. NW

Termini NW LIMITS BROWNSVILLE TO 0.7MI. NW










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 1017490.97 / 60 * 25 *1.1

$326,445


0.7 * 2112 * 68.46 / 20 * 25 $126,514


0.7 * 32791.35 / 60 * 25 $9,564


$0 + $326,445 + $126,514+ $9,564

$462,523



Status : Original


Original Current






0.7 MILES NW OF BROWNSVILLELIM TO WELKE DRIVE (T- 254)

Termini 0.7 MILES NW OF BROWNSVILLELIM TO WELKE DRIVE (T- 254)










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.2 * 1017490.97 / 60 * 25 *1.1

$1,492,320


3.2 * 2112 * 68.46 / 20 * 25 $578,350


3.2 * 32791.35 / 60 * 25 $43,722


$0 + $1,492,320 + $578,350+ $43,722

$2,114,392



Status : Original


Original Current






WELKE DRIVE (T-254) TO SOUTHLIMITS HOKAH

Termini WELKE DRIVE (T-254) TO SOUTHLIMITS HOKAH










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.6 * 1017490.97 / 60 * 25 *1.1

$746,160


1.6 * 2112 * 68.46 / 20 * 25 $289,175


1.6 * 32791.35 / 60 * 25 $21,861


$0 + $746,160 + $289,175+ $21,861

$1,057,196



Status : Original


Original Current






S LIM HOKAH TO 0.34 MI N Termini S LIM HOKAH TO 0.34 MI N










Comments


Segment Override


Original Current







10 Culvert Width 10





Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.34 * 1017490.97 / 60 * 25* 1.1

$158,559


0.34 * 2112 * 68.46 / 20 * 25 $61,450


0.34 * 32791.35 / 60 * 25 $4,645


264 * 77.99952496 * 15.47 /100 * 25 * 1.15

$91,585


$0 + $158,559 + $61,450 +$4,645 + $91,585

$316,239



Status : Original


Original Current






0.34 MI N OF S LIM HOKAH TO TH44

Termini 0.34 MI N OF S LIM HOKAH TO TH44










DECK REPAIRS UNDER SAP 28-618-08, APS.

Comments DECK REPAIRS UNDER SAP 28-618-08, APS.


Segment Override


Original Current




Feature Crossed

Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 1017490.97 / 60 * 25* 1.1

$27,981


0.06 * 2112 * 68.46 / 20 * 25 $10,844


0.06 * 32791.35 / 60 * 25 $820


132.5 * 47.8 * 152 / 80 * 25* 1.15

$345,967


$0 + $27,981 + $10,844 +$820 + $345,967

$385,612



Status : Original


Original Current


4 Segment Length 4




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










2015 ER DITCH / FLOOD REPAIRS Comments 2015 ER DITCH / FLOOD REPAIRS


Segment Override


Original Current


1.37 Milepoint 1.37


RICEFORD CREEK Feature Crossed RICEFORD CREEK

Type of Service

Number of Spans

62 Bridge Length 62

26 Bridge Width 26


Comments




Computation Result


4 * 508745.49 / 60 * 25 * 1.1 $932,700


4 * 546 * 10.3 / 2 * 25 $281,190


4 * 0 / 60 * 25 $0


62 * 26 * 152 / 80 * 25 *1.15

$88,056


$932,700 + $281,190 + $0+ $88,056

$1,301,946



Status : Original


Original Current


1 Segment Length 1




TH 76 TO TH 44 Termini TH 76 TO TH 44










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1017490.97 / 60 * 25 *1.1

$466,350


1 * 2112 * 68.46 / 20 * 25 $180,734


1 * 32791.35 / 60 * 25 $13,663


$0 + $466,350 + $180,734+ $13,663

$660,747



Status : Original


Original Current


3 Segment Length 3




TH 44 TO 3.0 MILES EAST Termini TH 44 TO 3.0 MILES EAST










RECONDITIONED UNDER SAP 28-620-11, LET 03-12-03

Comments RECONDITIONED UNDER SAP 28-620-11, LET 03-12-03


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 1017490.97 / 60 * 25 *1.1

$1,399,050


3 * 2112 * 68.46 / 20 * 25 $542,203


3 * 32791.35 / 60 * 25 $40,989


$0 + $1,399,050 + $542,203+ $40,989

$1,982,242



Status : Original


Original Current






3.0 MI E TO 5.3 MI E OF SOUTHJCT TH 44

Termini 3.0 MI E TO 5.3 MI E OF SOUTHJCT TH 44










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.3 * 1017490.97 / 60 * 25 *1.1

$1,072,605


2.3 * 2112 * 68.46 / 20 * 25 $415,689


2.3 * 32791.35 / 60 * 25 $31,425


$0 + $1,072,605 + $415,689+ $31,425

$1,519,719



Status : Original


Original Current






5.3 MI TO 6.5 MI EAST OF SOUTHJCT TH 44

Termini 5.3 MI TO 6.5 MI EAST OF SOUTHJCT TH 44










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.2 * 1017490.97 / 60 * 25 *1.1

$559,620


1.2 * 2112 * 68.46 / 20 * 25 $216,881


1.2 * 32791.35 / 60 * 25 $16,396


$0 + $559,620 + $216,881+ $16,396

$792,897



Status : Original


Original Current






6.5 MI E OF S JCT TH 44 TO N JCTTH 44

Termini 6.5 MI E OF S JCT TH 44 TO N JCTTH 44










Comments


Segment Override


Original Current




THOMPSON CREEK Feature Crossed THOMPSON CREEK

Type of Service

Number of Spans




Comments



Original Current


7.58 Milepoint 7.58


SULLIVAN CREEK Feature Crossed SULLIVAN CREEK

Type of Service

Number of Spans




Comments



Original Current




SULLIIVAN CREEK Feature Crossed SULLIIVAN CREEK


1 Number of Spans 1




Comments



Original Current


8.08 Milepoint 8.08



Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.2 * 1017490.97 / 60 * 25 *1.1

$1,492,320


3.2 * 2112 * 68.46 / 20 * 25 $578,350


3.2 * 32791.35 / 60 * 25 $43,722


118.3 * 35.3 * 152 / 80 * 25* 1.15

$228,113


106.8 * 38.7 * 152 / 80 * 25* 1.15

$225,774


76.69 * 35.33 * 152 / 80 * 25* 1.15

$148,004


79 * 95.99999493 * 15.47 /100 * 25 * 1.15

$33,731

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

$0 + $1,492,320 + $578,350+ $43,722 + $228,113 +$225,774 + $148,004 +$33,731

$2,750,014



Status : Original


Original Current






CSAH 9 TO 1.3 MI E Termini CSAH 9 TO 1.3 MI E










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.3 * 1017490.97 / 60 * 25 *1.1

$606,255


1.3 * 2112 * 68.46 / 20 * 25 $234,955


1.3 * 32791.35 / 60 * 25 $17,762


$0 + $606,255 + $234,955+ $17,762

$858,972



Status : Original


Original Current






1.3 MI TO 1.5 MI E OF CSAH 9 Termini 1.3 MI TO 1.5 MI E OF CSAH 9










Comments


Segment Override


Original Current


1.45 Milepoint 1.45




2 Number of Spans 2


35 Bridge Width 35


Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 2149219.78 / 60 * 25 *1.15

$205,967


0.2 * 2904 * 68.46 / 15 * 25 $66,269


0.2 * 26314.46 / 60 * 25 $2,193


80.6 * 35 * 152 / 80 * 25 *1.15

$154,097


$0 + $205,967 + $66,269 +$2,193 + $154,097

$428,526



Status : Original


Original Current






1.5 MI E OF CSAH 9 TO 4.2 MI WOF TH 16

Termini 1.5 MI E OF CSAH 9 TO 4.2 MI WOF TH 16










Comments


Segment Override


Original Current


2.35 Milepoint 2.35


STORER CREEK Feature Crossed STORER CREEK



10 Culvert Width 10

8 Culvert Height 8




Comments



Original Current


5.88 Milepoint 5.88


DAY CREEK Feature Crossed DAY CREEK



10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


5.6 * 1017490.97 / 60 * 25 *1.1

$2,611,560


5.6 * 2112 * 68.46 / 20 * 25 $1,012,113


5.6 * 32791.35 / 60 * 25 $76,513


67 * 240.00052552 * 15.47 /100 * 25 * 1.15

$71,518


58 * 159.99999155 * 15.47 /100 * 25 * 1.15

$41,274

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

$0 + $2,611,560 +$1,012,113 + $76,513 +$71,518 + $41,274

$3,812,978



Status : Original


Original Current






4.2 MI W TH 16 TO TH 16 Termini 4.2 MI W TH 16 TO TH 16










Comments


Segment Override


Original Current


7.72 Milepoint 7.72


BRUSH VALLEY CREEK Feature Crossed BRUSH VALLEY CREEK

Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.2 * 1017490.97 / 60 * 25 *1.1

$1,958,670


4.2 * 2112 * 68.46 / 20 * 25 $759,084


4.2 * 32791.35 / 60 * 25 $57,385


82 * 144.00053059 * 15.47 /100 * 25 * 1.15

$52,518


$0 + $1,958,670 + $759,084+ $57,385 + $52,518

$2,827,657



Status : Original


Original Current






TH 76 TO 2.6 MILES NORTH Termini TH 76 TO 2.6 MILES NORTH










RECONDITIONED UNDER SAP 28-622-06, LET 03-12-03

Comments RECONDITIONED UNDER SAP 28-622-06, LET 03-12-03


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.6 * 1017490.97 / 60 * 25 *1.1

$1,212,510


2.6 * 2112 * 68.46 / 20 * 25 $469,909


2.6 * 32791.35 / 60 * 25 $35,524


$0 + $1,212,510 + $469,909+ $35,524

$1,717,943



Status : Original


Original Current






2.6 MI NO OF TH 76 TO TH 16 Termini 2.6 MI NO OF TH 76 TO TH 16










Comments


Segment Override


Original Current


7.5 Milepoint 7.5



Type of Service

Number of Spans

22 Bridge Length 22

22 Bridge Width 22


Comments




Computation Result


0 * 56250 / 40 * 25 $0


5.1 * 1017490.97 / 60 * 25 *1.1

$2,378,385


5.1 * 2112 * 68.46 / 20 * 25 $921,745


5.1 * 32791.35 / 60 * 25 $69,682


22 * 22 * 152 / 80 * 25 *1.15

$26,439


$0 + $2,378,385 + $921,745+ $69,682 + $26,439

$3,396,251



Status : Original


Original Current


4 Segment Length 4




CSAH 2 TO CSAH 5 Termini CSAH 2 TO CSAH 5










Comments


Segment Override


Original Current


3.23 Milepoint 3.23



Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


4 * 508745.49 / 60 * 25 * 1.1 $932,700


4 * 546 * 10.3 / 2 * 25 $281,190


4 * 0 / 60 * 25 $0


54 * 131.99985848 * 15.47 /100 * 25 * 1.15

$31,703


$932,700 + $281,190 + $0+ $31,703

$1,245,593



Status : Original


Original Current






CR 249 TO 1.1 MI SO OF CSAH 3 Termini CR 249 TO 1.1 MI SO OF CSAH 3










Comments


Segment Override


Original Current


1.76 Milepoint 1.76


BENSON CREEK Feature Crossed BENSON CREEK


3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.7 * 1017490.97 / 60 * 25 *1.1

$1,725,495


3.7 * 2112 * 68.46 / 20 * 25 $668,717


3.7 * 32791.35 / 60 * 25 $50,553


119.9 * 39.3 * 152 / 80 * 25* 1.15

$257,397


$0 + $1,725,495 + $668,717+ $50,553 + $257,397

$2,702,162



Status : Original


Original Current






1.1 MI S TO CSAH 3 Termini 1.1 MI S TO CSAH 3











Comments BIT RECLAMATION AND BITPAVEMENT UNDER SAP 28-624-04


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 1017490.97 / 60 * 25 *1.1

$512,985


1.1 * 2112 * 68.46 / 20 * 25 $198,808


1.1 * 32791.35 / 60 * 25 $15,029


$0 + $512,985 + $198,808+ $15,029

$726,822



Status : Original


Original Current
















BITUMINOUS SEALCOATSURFACE UNDER CP 2004-02(LOCAL FUNDS)

Comments BITUMINOUS SEALCOATSURFACE UNDER CP 2004-02(LOCAL FUNDS)


Segment Override


Original Current


0.37 Milepoint 0.37


MOUND PRAIRIE CRK Feature Crossed MOUND PRAIRIE CRK

Type of Service

0 Number of Spans 0




Comments



Original Current


1.25 Milepoint 1.25


Root River Feature Crossed Root River


4 Number of Spans 4




Comments



Original Current


0.8 Milepoint 0.8





12 Culvert Width 12

7 Culvert Height 7




CONSTRUCTED UNDER PROJECTSAP 028-996-018

Comments CONSTRUCTED UNDER PROJECTSAP 028-996-018




Computation Result


0 * 56250 / 40 * 25 $0


1.6 * 1017490.97 / 60 * 25 *1.1

$746,160


1.6 * 2112 * 68.46 / 20 * 25 $289,175


1.6 * 32791.35 / 60 * 25 $21,861


150 * 39.3 * 138 / 80 * 25 *1.15

$292,355


475.4 * 39.1 * 138 / 80 * 25* 1.15

$921,856


68 * 84 * 15.47 / 100 * 25 *1.15

$25,405

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

$0 + $746,160 + $289,175+ $21,861 + $292,355 +$921,856 + $25,405

$2,296,812



Status : Original


Original Current






CSAH 21 TO 2.1 MILES NORTH OFCSAH 21

Termini CSAH 21 TO 2.1 MILES NORTH OFCSAH 21










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.1 * 1017490.97 / 60 * 25 *1.1

$979,335


2.1 * 2112 * 68.46 / 20 * 25 $379,542


2.1 * 32791.35 / 60 * 25 $28,692


$0 + $979,335 + $379,542+ $28,692

$1,387,569



Status : Original


Original Current






2.1 MI N OF CSAH 21 TO 6.1 MI WOF W LIM LACRESCENT.

Termini 2.1 MI N OF CSAH 21 TO 6.1 MI WOF W LIM LACRESCENT.










BITUMINOUS SURFACING WASPLACED ON THIS SEGMENT BYMN/DOT IN 1998 AS PART OFTHEIR DETOUR.

Comments BITUMINOUS SURFACING WASPLACED ON THIS SEGMENT BYMN/DOT IN 1998 AS PART OFTHEIR DETOUR.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.3 * 1017490.97 / 60 * 25 *1.1

$1,072,605


2.3 * 2112 * 68.46 / 20 * 25 $415,689


2.3 * 32791.35 / 60 * 25 $31,425


$0 + $1,072,605 + $415,689+ $31,425

$1,519,719



Status : Original


Original Current






6.1 MI TO 3.3 MI W OF W LIM LACRESCENT

Termini 6.1 MI TO 3.3 MI W OF W LIM LACRESCENT










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.8 * 1017490.97 / 60 * 25 *1.1

$1,305,780


2.8 * 2112 * 68.46 / 20 * 25 $506,056


2.8 * 32791.35 / 60 * 25 $38,257


$0 + $1,305,780 + $506,056+ $38,257

$1,850,093



Status : Original


Original Current






3.3 MILES SW TO 2.4 MILES SW OFSW LIM OF LACRESCENT

Termini 3.3 MILES SW TO 2.4 MILES SW OFSW LIM OF LACRESCENT










RESURFACED UNDER SAP 28-625-20

Comments RESURFACED UNDER SAP 28-625-20


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 1017490.97 / 60 * 25 *1.1

$419,715


0.9 * 2112 * 68.46 / 20 * 25 $162,661


0.9 * 32791.35 / 60 * 25 $12,297


$0 + $419,715 + $162,661+ $12,297

$594,673



Status : Original


Original Current






2.4 MI W TO 0.9 MI W OF W LIM LACRESCENT

Termini 2.4 MI W TO 0.9 MI W OF W LIM LACRESCENT













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 1017490.97 / 60 * 25 *1.1

$699,525


1.5 * 2112 * 68.46 / 20 * 25 $271,102


1.5 * 32791.35 / 60 * 25 $20,495


$0 + $699,525 + $271,102+ $20,495

$991,122



Status : Original


Original Current




















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 1017490.97 / 60 * 25 *1.1

$139,905


0.3 * 2112 * 68.46 / 20 * 25 $54,220


0.3 * 32791.35 / 60 * 25 $4,099


$0 + $139,905 + $54,220 +$4,099

$198,224



Status : Original


Original Current

















Comments


Segment Override


Original Current





Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1017490.97 / 60 * 25 *1.1

$186,540


0.4 * 2112 * 68.46 / 20 * 25 $72,294


0.4 * 32791.35 / 60 * 25 $5,465


116.5 * 47.3 * 152 / 80 * 25* 1.15

$301,008


$0 + $186,540 + $72,294 +$5,465 + $301,008

$565,307



Status : Original


Original Current






0.2 MILES SW TO SW CITY LIM OFLACRESCENT

Termini 0.2 MILES SW TO SW CITY LIM OFLACRESCENT













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1017490.97 / 60 * 25 *1.1

$93,270


0.2 * 2112 * 68.46 / 20 * 25 $36,147


0.2 * 32791.35 / 60 * 25 $2,733


$0 + $93,270 + $36,147 +$2,733

$132,150



Status : Original


Original Current






SW LIM LACRESCENT TO CSAH 6 Termini SW LIM LACRESCENT TO CSAH 6













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 2149219.78 / 60 * 25 *1.15

$308,950


0.3 * 2904 * 68.46 / 15 * 25 $99,404


0.3 * 26314.46 / 60 * 25 $3,289


$0 + $308,950 + $99,404 +$3,289

$411,643



Status : Original


Original Current






W CO LINE TO 1.3 MI E Termini W CO LINE TO 1.3 MI E










2012 SAP 028-626-010 Comments 2012 SAP 028-626-010


Segment Override


Original Current


1.22 Milepoint 1.22



Type of Service


Culvert Width

Culvert Height




Comments



Original Current


0.84 Milepoint 0.84



Type of Service


10 Culvert Width 10

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.3 * 1017490.97 / 60 * 25 *1.1

$606,255


1.3 * 2112 * 68.46 / 20 * 25 $234,955


1.3 * 32791.35 / 60 * 25 $17,762


128 * 126.00006062 * 15.47/ 100 * 25 * 1.15

$71,731


103 * 55.00029983 * 15.47 /100 * 25 * 1.15

$25,196


$0 + $606,255 + $234,955+ $17,762 + $71,731 +$25,196

$955,899



Status : Original


Original Current






1.3 MI EAST TO 2.4 MI EAST OFWEST COUNTY LINE

Termini 1.3 MI EAST TO 2.4 MI EAST OFWEST COUNTY LINE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 1017490.97 / 60 * 25 *1.1

$512,985


1.1 * 2112 * 68.46 / 20 * 25 $198,808


1.1 * 32791.35 / 60 * 25 $15,029


$0 + $512,985 + $198,808+ $15,029

$726,822



Status : Original


Original Current






2.4 MI E OF W COUNTY LINE TO1.6 MI W OF TH 76

Termini 2.4 MI E OF W COUNTY LINE TO1.6 MI W OF TH 76










2012 SAP 028-626-011 M&OL Comments 2012 SAP 028-626-011 M&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.9 * 1017490.97 / 60 * 25 *1.1

$1,352,415


2.9 * 2112 * 68.46 / 20 * 25 $524,130


2.9 * 32791.35 / 60 * 25 $39,623


$0 + $1,352,415 + $524,130+ $39,623

$1,916,168



Status : Original


Original Current






1.6 MI W TO 0.5 MI W OF TH 76 Termini 1.6 MI W TO 0.5 MI W OF TH 76










RESURFACED UNDER CP 2008-03 Comments RESURFACED UNDER CP 2008-03


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 1017490.97 / 60 * 25 *1.1

$512,985


1.1 * 2112 * 68.46 / 20 * 25 $198,808


1.1 * 32791.35 / 60 * 25 $15,029


$0 + $512,985 + $198,808+ $15,029

$726,822



Status : Original


Original Current






0.5 MI W TO 0.20 MI W OF TH 76 Termini 0.5 MI W TO 0.20 MI W OF TH 76










SURFACED UNDER CP 2008-03 Comments SURFACED UNDER CP 2008-03


Segment Override


Original Current


6.65 Milepoint 6.65


MONEY CREEK Feature Crossed MONEY CREEK

Type of Service

Number of Spans


35 Bridge Width 35


Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 2149219.78 / 60 * 25 *1.15

$308,950


0.3 * 2904 * 68.46 / 15 * 25 $99,404


0.3 * 26314.46 / 60 * 25 $3,289


121 * 35 * 152 / 80 * 25 *1.15

$231,337


$0 + $308,950 + $99,404 +$3,289 + $231,337

$642,980



Status : Original


Original Current






0.20 MI W OF TH 76 TO TH 76 Termini 0.20 MI W OF TH 76 TO TH 76










2012 SAP 028-626-012 M&OL Comments 2012 SAP 028-626-012 M&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1017490.97 / 60 * 25 *1.1

$93,270


0.2 * 2112 * 68.46 / 20 * 25 $36,147


0.2 * 32791.35 / 60 * 25 $2,733


$0 + $93,270 + $36,147 +$2,733

$132,150



Status : Original


Original Current






TH 76 TO 0.7 MI NO Termini TH 76 TO 0.7 MI NO










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 1017490.97 / 60 * 25 *1.1

$326,445


0.7 * 2112 * 68.46 / 20 * 25 $126,514


0.7 * 32791.35 / 60 * 25 $9,564


$0 + $326,445 + $126,514+ $9,564

$462,523



Status : Original


Original Current






0.7 MI NO OF TH 76 TO NO COLINE

Termini 0.7 MI NO OF TH 76 TO NO COLINE










Comments


Segment Override


Original Current


Milepoint


CAMPBELL CREEK Feature Crossed CAMPBELL CREEK


1 Number of Spans 1

53 Bridge Length 53

26 Bridge Width 26


Comments



Original Current


8.03 Milepoint 8.03



Type of Service


Culvert Width

Culvert Height




Comments



Original Current


8.87 Milepoint 8.87



Type of Service


10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.5 * 1017490.97 / 60 * 25 *1.1

$1,165,875


2.5 * 2112 * 68.46 / 20 * 25 $451,836


2.5 * 32791.35 / 60 * 25 $34,158


53 * 26 * 152 / 80 * 25 *1.15

$75,273


80 * 287.99998479 * 15.47 /100 * 25 * 1.15

$102,473


90 * 240.00052552 * 15.47 /100 * 25 * 1.15

$96,069

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

$0 + $1,165,875 + $451,836+ $34,158 + $75,273 +$102,473 + $96,069

$1,925,684



Status : Original


Original Current






TH 44 TO 5TH AVE. Termini TH 44 TO 5TH AVE.










2014 SP 028-627-008 FLOODREPAIR, DITCHES

Comments 2014 SP 028-627-008 FLOODREPAIR, DITCHES


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.28 * 1017490.97 / 60 * 25* 1.1

$130,578


0.28 * 2112 * 68.46 / 20 * 25 $50,606


0.28 * 32791.35 / 60 * 25 $3,826


$0 + $130,578 + $50,606 +$3,826

$185,010



Status : Original


Original Current






5TH AVE TO .20 MI E LIMITS SPRGROVE

Termini 5TH AVE TO .20 MI E LIMITS SPRGROVE













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1017490.97 / 60 * 25 *1.1

$93,270


0.2 * 2112 * 68.46 / 20 * 25 $36,147


0.2 * 32791.35 / 60 * 25 $2,733


$0 + $93,270 + $36,147 +$2,733

$132,150



Status : Original


Original Current






E LIM OF SPRING GROVE TO 1.80MILES SE

Termini E LIM OF SPRING GROVE TO 1.80MILES SE













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.8 * 1017490.97 / 60 * 25 *1.1

$839,430


1.8 * 2112 * 68.46 / 20 * 25 $325,322


1.8 * 32791.35 / 60 * 25 $24,594


$0 + $839,430 + $325,322+ $24,594

$1,189,346



Status : Original


Original Current






2.0 MI SE OF E LIM SPRINGGROVE TO 2.9 MI E OF JCT TH 44

Termini 2.0 MI SE OF E LIM SPRINGGROVE TO 2.9 MI E OF JCT TH 44













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 1017490.97 / 60 * 25 *1.1

$326,445


0.7 * 2112 * 68.46 / 20 * 25 $126,514


0.7 * 32791.35 / 60 * 25 $9,564


$0 + $326,445 + $126,514+ $9,564

$462,523



Status : Original


Original Current






2.9 MI E OF JCT TH 44 TO 1.9 MI WOF JCT TH 76

Termini 2.9 MI E OF JCT TH 44 TO 1.9 MI WOF JCT TH 76













Segment Override


Original Current


5.91 Milepoint 5.91





Culvert Width

Culvert Height




Comments



Original Current


3.49 Milepoint 3.49





10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.7 * 1017490.97 / 60 * 25 *1.1

$2,191,845


4.7 * 2112 * 68.46 / 20 * 25 $849,452


4.7 * 32791.35 / 60 * 25 $64,216


123 * 199.99972034 * 15.47/ 100 * 25 * 1.15

$109,411


60 * 159.99999155 * 15.47 /100 * 25 * 1.15

$42,697


$0 + $2,191,845 + $849,452+ $64,216 + $109,411 +$42,697

$3,257,621



Status : Original


Original Current






1.9 MI W OF TH 76 TO TH 76 Termini 1.9 MI W OF TH 76 TO TH 76













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.9 * 1017490.97 / 60 * 25 *1.1

$886,065


1.9 * 2112 * 68.46 / 20 * 25 $343,395


1.9 * 32791.35 / 60 * 25 $25,960


$0 + $886,065 + $343,395+ $25,960

$1,255,420



Status : Original


Original Current
















Comments


Segment Override



Computation Result


3.8 * 508745.49 / 60 * 25 *1.1

$886,065


3.8 * 546 * 10.3 / 2 * 25 $267,131


3.8 * 0 / 60 * 25 $0


$886,065 + $267,131 + $0 $1,153,196



Status : Original


Original Current






3RD ST SOUTH TO 3RD ST NORTH Termini 3RD ST SOUTH TO 3RD ST NORTH










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.41 * 2149219.78 / 60 * 25* 1.15

$422,232


0.41 * 2904 * 68.46 / 15 * 25 $135,852


0.41 * 26314.46 / 60 * 25 $4,495


$0 + $422,232 + $135,852+ $4,495

$562,579



Status : Original


Original Current






3TH ST NO TO 0.37 MI NO Termini 3TH ST NO TO 0.37 MI NO










CONSTRUCTION UNDER PLANSAP 28-629-05. ( LET 8-9-05,APS)

Comments CONSTRUCTION UNDER PLANSAP 28-629-05. ( LET 8-9-05,APS)


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.37 * 2149219.78 / 60 * 25* 1.15

$381,039


0.37 * 2904 * 68.46 / 15 * 25 $122,598


0.37 * 26314.46 / 60 * 25 $4,057


$0 + $381,039 + $122,598+ $4,057

$507,694



Status : Original


Original Current






0.37 MI NO OF 3RD ST TO NO LIMLACRESCENT

Termini 0.37 MI NO OF 3RD ST TO NO LIMLACRESCENT













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 2149219.78 / 60 * 25* 1.15

$257,459


0.25 * 2904 * 68.46 / 15 * 25 $82,837


0.25 * 26314.46 / 60 * 25 $2,741


$0 + $257,459 + $82,837 +$2,741

$343,037



Status : Original


Original Current






NO LIM LA CRESENT TO 0.26 MI N(OUTSIDE)

Termini NO LIM LA CRESENT TO 0.26 MI N(OUTSIDE)













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 2149219.78 / 60 * 25 *1.15

$308,950


0.3 * 2904 * 68.46 / 15 * 25 $99,404


0.3 * 26314.46 / 60 * 25 $3,289


$0 + $308,950 + $99,404 +$3,289

$411,643



Status : Original


Original Current






0.26 MI N OF NORTH LIMLACRESCET (OUTSIDE) TOSOUTH LIM

Termini 0.26 MI N OF NORTH LIMLACRESCET (OUTSIDE) TOSOUTH LIM













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1017490.97 / 60 * 25 *1.1

$46,635


0.1 * 2112 * 68.46 / 20 * 25 $18,073


0.1 * 32791.35 / 60 * 25 $1,366


$0 + $46,635 + $18,073 +$1,366

$66,074



Status : Original


Original Current






SO LIM LA CRESCENT TO NO COLINE

Termini SO LIM LA CRESCENT TO NO COLINE













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1017490.97 / 60 * 25 *1.1

$46,635


0.1 * 2112 * 68.46 / 20 * 25 $18,073


0.1 * 32791.35 / 60 * 25 $1,366


$0 + $46,635 + $18,073 +$1,366

$66,074



Status : Original


Original Current






CSAH 6 TO NO CO LINE Termini CSAH 6 TO NO CO LINE










Comments


Segment Override


Original Current


0.01 Milepoint 0.01



Type of Service

Number of Spans


35 Bridge Width 35


Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1017490.97 / 60 * 25 *1.1

$46,635


0.1 * 2112 * 68.46 / 20 * 25 $18,073


0.1 * 32791.35 / 60 * 25 $1,366


106 * 35 * 152 / 80 * 25 *1.15

$202,659


$0 + $46,635 + $18,073 +$1,366 + $202,659

$268,733



Status : Original


Original Current






CSAH 2 TO CSAH 5 Termini CSAH 2 TO CSAH 5

17 Present AADT 15









SAP 28-631-001 BR 28J18 ANDGRADING AWARDED 2008 RLL

Comments SAP 28-631-001 BR 28J18 ANDGRADING AWARDED 2008 RLL


Segment Override


Original Current


Milepoint

Year Built

NEW YORK HOLLOW CREEK Feature Crossed NEW YORK HOLLOW CREEK

Type of Service

Number of Spans

34 Bridge Length 34

16 Bridge Width 16


Comments




Computation Result


2.8 * 508745.49 / 60 * 25 *1.1

$652,890


2.8 * 546 * 10.3 / 2 * 25 $196,833


2.8 * 0 / 60 * 25 $0


34 * 16 * 152 / 80 * 25 *1.15

$29,716


$652,890 + $196,833 + $0+ $29,716

$879,439



Status : Original


Original Current






CSAH 3 TO CR 249 Termini CSAH 3 TO CR 249










Comments


Segment Override


Original Current


Milepoint


CROOKED CREEK Feature Crossed CROOKED CREEK


1 Number of Spans 1




Comments



Original Current


0.1 Milepoint 0.1


N FK CROOKED CREEK Feature Crossed N FK CROOKED CREEK



12 Culvert Width 12

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.8 * 1017490.97 / 60 * 25 *1.1

$1,305,780


2.8 * 2112 * 68.46 / 20 * 25 $506,056


2.8 * 32791.35 / 60 * 25 $38,257


37.5 * 39.2 * 152 / 80 * 25 *1.15

$80,299


76 * 63.99999662 * 15.47 /100 * 25 * 1.15

$21,633


$0 + $1,305,780 + $506,056+ $38,257 + $80,299 +$21,633

$1,952,025



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.7 * 1017490.97 / 60 * 25 *1.1

$1,259,145


2.7 * 2112 * 68.46 / 20 * 25 $487,983


2.7 * 32791.35 / 60 * 25 $36,890


$0 + $1,259,145 + $487,983+ $36,890

$1,784,018

Documents

SANEEDS - CSAH - Segment Report Roadway Segment Status ... · 0.7 * 26314.46 / 60 * 25 $7,675 Total Segment Cost Signal Leg + Construction + Preservation + ROW $0 + $720,884 + $231,942