SANEEDS - CSAH - Segment Report Roadway Segment Status : … · 2021. 1. 20. · DDK 3/3/2011 2011-STRUCTURE 88114 WAS REMOVED. REPLACED WITH 36" RCP CULVERT. NO LONGER A BRIDGE

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : FREEBORN Segment Nbr : 024-601-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.5 Segment Length 0.5

PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 18 TO 0.5 M E Termini CSAH 18 TO 0.5 M E

250 Present AADT 250

2017 Year of Count 2017

1 Projection Factor 1

250 Projected Traffic 250

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 024-601-017 CONCRETEPAVING5" CONCRETE OVERLAY WITHAGGREGATE SHOULDERS;LOCAL BOND DOLLARS, NOSTATE AID FUNDS DDK

Comments 2014 SAP 024-601-017 CONCRETEPAVING5" CONCRETE OVERLAY WITHAGGREGATE SHOULDERS;LOCAL BOND DOLLARS, NOSTATE AID FUNDS DDK

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

0.5 * 823880.11 / 60 * 25 *1.1

$188,806

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2112 * 52.2 / 20 * 25 $68,904

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 7939.91 / 60 * 25 $1,654

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $188,806 + $68,904 +$1,654

$259,364



Status : Original


Original Current






0.5 MI E CSAH 18 TO BR 24553 Termini 0.5 MI E CSAH 18 TO BR 24553










2014 SAP 024-601-017 - 5"CONCRETE OVERLAY WITHAGGREGATE SHOULDERS;LOCALBOND DOLLARS, NO STATE AIDFUNDS DDK 9-23-2014

2012 SAP 024-601-0162012 SAP 024-601-014

DDK 03/01/2001

REINSTATED STRUCTURE 93141DDK 3/3/2011

2011-STRUCTURE 88114 WASREMOVED. REPLACED WITH 36"RCP CULVERT. NO LONGER ABRIDGE. 12-23-2013-DDK.

2012-BR 93141 REPLACED BY BR24546. SAP 024-601-014. DDK 12-23-2013.

2012-BR 24511 REPLACED BY24553. SAP 024-601-016. DDK 12-23-2013.

Comments 2014 SAP 024-601-017 - 5"CONCRETE OVERLAY WITHAGGREGATE SHOULDERS;LOCALBOND DOLLARS, NO STATE AIDFUNDS DDK 9-23-2014

2012 SAP 024-601-0162012 SAP 024-601-014

DDK 03/01/2001

REINSTATED STRUCTURE 93141DDK 3/3/2011

2011-STRUCTURE 88114 WASREMOVED. REPLACED WITH 36"RCP CULVERT. NO LONGER ABRIDGE. 12-23-2013-DDK.

2012-BR 93141 REPLACED BY BR24546. SAP 024-601-014. DDK 12-23-2013.



Segment Override

Bridge Information Status: Original

Original Current

24553 Structure Number 24553

4.469 Milepoint 4.469

2012 Year Built 2012

GOOSE CREEK Feature Crossed GOOSE CREEK

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Spans 1

89.916 Bridge Length 89.916

35.333 Bridge Width 35.333

100% Shared Structure 100%

2012 SAP 024-601-016


Comments 2012 SAP 024-601-016


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


Original Current


0.8 Milepoint 0.8


STREAM Feature Crossed STREAM


1 Number of Spans 1




2012-BR 93141 REPLACED BY BR24546. 2012 SAP 024-601-014. DDK12-23-2013

Comments 2012-BR 93141 REPLACED BY BR24546. 2012 SAP 024-601-014. DDK12-23-2013




Computation Result


0 * 56250 / 40 * 25 $0


4.1 * 823880.11 / 60 * 25 *1.1

$1,548,208


4.1 * 2112 * 52.2 / 20 * 25 $565,013


4.1 * 7939.91 / 60 * 25 $13,564

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

89.916 * 35.333 * 169 / 80 *25 * 1.15

$192,953


90.916 * 35.333 * 169 / 80 *25 * 1.15

$195,099

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

$0 + $1,548,208 + $565,013+ $13,564 + $192,953 +$195,099

$2,514,837



Status : Original


Original Current






BRIDGE 24553 TO TH 65 Termini BRIDGE 24553 TO TH 65










2014 SAP 024-601-017 - 5"CONCRETE OVERLAY WITHAGGREGATE SHOULDERS;LOCALBOND DOLLARS, NO STATE AIDFUNDS DDK 9-23-2014

BRIDGE ELIGIBLE FOR NEEDS2007 (1-14-2008 DDK)2008 BR REINSTATEMENT RLLBRIDGE POSTED 2012. DDK 12-23-2013

Comments 2014 SAP 024-601-017 - 5"CONCRETE OVERLAY WITHAGGREGATE SHOULDERS;LOCALBOND DOLLARS, NO STATE AIDFUNDS DDK 9-23-2014

BRIDGE ELIGIBLE FOR NEEDS2007 (1-14-2008 DDK)2008 BR REINSTATEMENT RLLBRIDGE POSTED 2012. DDK 12-23-2013


Segment Override


Original Current




SHELL ROCK RIVER Feature Crossed SHELL ROCK RIVER


3 Number of Spans 3


36 Bridge Width 36


MARCH 2012 BRIDGE IS POSTEDTO 32 TON M3/40 TON M3S2 & M3-3 VEHICLES. DDK 12-23-2013

Comments MARCH 2012 BRIDGE IS POSTEDTO 32 TON M3/40 TON M3S2 & M3-3 VEHICLES. DDK 12-23-2013

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

RailRoadCrossingInformation

Status: Original

Original Current

UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD

876246T USDOT Number 876246T

1.68 Located at Milepoint 1.68

20 Mainline Tracks 20

SIGNALS & GATES Protection Type SIGNALS & GATES

2013 Last Year Protection Upgraded 2013

32 Crossing Length 32

0 Last Year Surfaced 0

100% Percentage of Cost 100%

Comments



Computation Result


0 * 56250 / 40 * 25 $0


1.7 * 823880.11 / 60 * 25 *1.1

$641,940


1.7 * 2112 * 52.2 / 20 * 25 $234,274


1.7 * 7939.91 / 60 * 25 $5,624


172.7 * 36 * 141 / 80 * 25 *1.15

$315,037

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

325000 / 25 * 25 $325,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

32 * 1350 / 25 * 25 $43,200

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

$0 + $641,940 + $234,274+ $5,624 + $315,037 +$325,000 + $43,200

$1,565,075



Status : Original


Original Current



MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS



TH 65 TO CSAH 30 Termini TH 65 TO CSAH 30










2003 - CIR, OVERLAY &SHOULDERS 3-04 DDK. (SAP 24-601-13 APS).2004-COMBINED WITH SEGMENT601-030-.DDK

Comments 2003 - CIR, OVERLAY &SHOULDERS 3-04 DDK. (SAP 24-601-13 APS).2004-COMBINED WITH SEGMENT601-030-.DDK


Segment Override

Culvert Information Status: Original

Original Current




STREAM Feature Crossed STREAM


1 Number of Barrels 1

10 Culvert Width 10

7 Culvert Height 7

76 Culvert Length 76

51.00043459 Area of Waterway Opening 51.00043459


Comments

1 Culvert Group Code 1



Computation Result


0 * 56250 / 40 * 25 $0


4.2 * 823880.11 / 60 * 25 *1.1

$1,585,969


4.2 * 2112 * 52.2 / 20 * 25 $578,794


4.2 * 7939.91 / 60 * 25 $13,895

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

76 * 51.00043459 * 17.44 /100 * 25 * 1.15

$19,434

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

$0 + $1,585,969 + $578,794+ $13,895 + $19,434

$2,198,092



Status : Original


Original Current






CSAH 30 TO E CO LINE Termini CSAH 30 TO E CO LINE










2018 SAP 024-601-012 BRIDGE4792 REPLACED WITH 24J22. 2-13-2019 DDK

2003 - CIR, OVERLAY &SHOULDERS 3-04 DDK. (SAP 24-601-13 APS).

2004-STRUCTURE 4792 WAS NOTREPLACED IN 2003-COMBINEDWITH SEGMENT 601-32 & 601-40.-DDK (CONCUR APS 2-28-05).

STRUCTURE 4792 POSTED 20-23-36 TONS SPRING 2012. DDK 12-23-2013.

Comments 2018 SAP 024-601-012 BRIDGE4792 REPLACED WITH 24J22. 2-13-2019 DDK

2003 - CIR, OVERLAY &SHOULDERS 3-04 DDK. (SAP 24-601-13 APS).

2004-STRUCTURE 4792 WAS NOTREPLACED IN 2003-COMBINEDWITH SEGMENT 601-32 & 601-40.-DDK (CONCUR APS 2-28-05).

STRUCTURE 4792 POSTED 20-23-36 TONS SPRING 2012. DDK 12-23-2013.


Segment Override


Original Current

24J22 Structure Number 24J22

11.737 Milepoint 11.737


CD 71 (DEER CREEK) Feature Crossed CD 71 (DEER CREEK)



12 Culvert Width 12

9 Culvert Height 9


216 Area of Waterway Opening 216


2018 SAP 024-601-012 REPLACEBRIDGE 4792 WITH CULVERT24J22.

Comments 2018 SAP 024-601-012 REPLACEBRIDGE 4792 WITH CULVERT24J22.




Computation Result


0 * 56250 / 40 * 25 $0


6.1 * 823880.11 / 60 * 25 *1.1

$2,303,431


6.1 * 2112 * 52.2 / 20 * 25 $840,629


6.1 * 7939.91 / 60 * 25 $20,181


82 * 216 * 17.44 / 100 * 25 *1.15

$88,808


$0 + $2,303,431 + $840,629+ $20,181 + $88,808

$3,253,049



Status : Original


Original Current


2 Segment Length 2




S CO LINE TO CSAH 3 Termini S CO LINE TO CSAH 3










IN 2012 SAP 024-602-008 OVERLAYAND AGG. SHOULDERS. DDK 12-23-2013.

Comments IN 2012 SAP 024-602-008 OVERLAYAND AGG. SHOULDERS. DDK 12-23-2013.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 823880.11 / 60 * 25 * 1.1 $755,223


2 * 2112 * 52.2 / 20 * 25 $275,616


2 * 7939.91 / 60 * 25 $6,617


$0 + $755,223 + $275,616+ $6,617

$1,037,456



Status : Original


Original Current


1 Segment Length 1




CSAH 3 TO 1.0 MI N Termini CSAH 3 TO 1.0 MI N

65 Present AADT 65












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 823880.11 / 60 * 25 * 1.1 $377,612


1 * 2112 * 52.2 / 20 * 25 $137,808


1 * 7939.91 / 60 * 25 $3,308


$0 + $377,612 + $137,808+ $3,308

$518,728



Status : Original


Original Current






1.0 MI N OF CSAH 3 TO CSAH 49 Termini 1.0 MI N OF CSAH 3 TO CSAH 49

65 Present AADT 65












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 823880.11 / 60 * 25 *1.1

$188,806


0.5 * 2112 * 52.2 / 20 * 25 $68,904


0.5 * 7939.91 / 60 * 25 $1,654


$0 + $188,806 + $68,904 +$1,654

$259,364



Status : Original


Original Current


2 Segment Length 2




CSAH 49 TO CSAH 11 Termini CSAH 49 TO CSAH 11

65 Present AADT 65












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 823880.11 / 60 * 25 * 1.1 $755,223


2 * 2112 * 52.2 / 20 * 25 $275,616


2 * 7939.91 / 60 * 25 $6,617


$0 + $755,223 + $275,616+ $6,617

$1,037,456



Status : Original


Original Current


3 Segment Length 3

AGGREGATE SURF Existing Surface Type AGGREGATE SURF




30 Present AADT 30









REINSTATEMENT - 04/21/2003DDKWILL COMBINE SEGMENT 041 &050 NEXT YEAR

COMBINED SEGMENTS - 3/04DDK

Comments REINSTATEMENT - 04/21/2003DDKWILL COMBINE SEGMENT 041 &050 NEXT YEAR

COMBINED SEGMENTS - 3/04DDK


Segment Override



Computation Result


3 * 411940.06 / 60 * 25 * 1.1 $566,418


3 * 546 * 10.01 / 2 * 25 $204,955


3 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$566,418 + $204,955 + $0 $771,373



Status : Original


Original Current






W CO LINE TO CSAH 2 Termini W CO LINE TO CSAH 2













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 823880.11 / 60 * 25 *1.1

$566,418


1.5 * 2112 * 52.2 / 20 * 25 $206,712


1.5 * 7939.91 / 60 * 25 $4,962


$0 + $566,418 + $206,712+ $4,962

$778,092



Status : Original


Original Current

EMMONS Municipality EMMONS





TH 69 TO WEST LIMITS EMMONS Termini TH 69 TO WEST LIMITS EMMONS













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.31 * 823880.11 / 60 * 25 *1.1

$117,060


0.31 * 2112 * 52.2 / 20 * 25 $42,720


0.31 * 7939.91 / 60 * 25 $1,026


$0 + $117,060 + $42,720 +$1,026

$160,806



Status : Original


Original Current






W LIM EMMONS TO CO RD 60 Termini W LIM EMMONS TO CO RD 60













Segment Override


Original Current


1.03 Milepoint 1.03


CO DITCH # 55 Feature Crossed CO DITCH # 55



12 Culvert Width 12

8 Culvert Height 8




2016 - STATE BORDER BRIDGE50% JP

1-29-2014 DDK.

Comments 2016 - STATE BORDER BRIDGE50% JP

1-29-2014 DDK.




Computation Result


0 * 56250 / 40 * 25 $0


2.4 * 823880.11 / 60 * 25 *1.1

$906,268


2.4 * 2112 * 52.2 / 20 * 25 $330,739


2.4 * 7939.91 / 60 * 25 $7,940

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

44 * 65.99992924 * 17.44 /100 * 25 * 1.15 * 50%

$7,280


$0 + $906,268 + $330,739+ $7,940 + $7,280

$1,252,227



Status : Original


Original Current


3 Segment Length 3




CO RD 60 TO CO RD 72 Termini CO RD 60 TO CO RD 72










2017 SAP 024-604-014CONSTRUCT BRIDGE 24563 2017SAP 024-604-016 PH1 ReconstRECLAIM, WIDEN SHOULDERS,CULVERTS & AGGREGATESURFACING. (2018 SURFACINGPROJECT) - 1-24-2018 DDK.CHANGED TERMINI AND MILEAGETO CR 72.SURFACED IN 2018 2-13-2019 DDK

Comments 2017 SAP 024-604-014CONSTRUCT BRIDGE 24563 2017SAP 024-604-016 PH1 ReconstRECLAIM, WIDEN SHOULDERS,CULVERTS & AGGREGATESURFACING. (2018 SURFACINGPROJECT) - 1-24-2018 DDK.CHANGED TERMINI AND MILEAGETO CR 72.SURFACED IN 2018 2-13-2019 DDK


Segment Override


Original Current


3.29 Milepoint 3.29


LIME CREEK Feature Crossed LIME CREEK


1 Number of Spans 1




2017 SAP 024-604-014 ConstructBridge 24563. 75' Single Span,Concrete Beam Bridge with 20'aprons.

Comments 2017 SAP 024-604-014 ConstructBridge 24563. 75' Single Span,Concrete Beam Bridge with 20'aprons.




Computation Result


0 * 56250 / 40 * 25 $0


3 * 823880.11 / 60 * 25 * 1.1 $1,132,835


3 * 2112 * 52.2 / 20 * 25 $413,424


3 * 7939.91 / 60 * 25 $9,925


74.917 * 35.3 * 169 / 80 * 25* 1.15

$160,616

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

$0 + $1,132,835 + $413,424+ $9,925 + $160,616

$1,716,800



Status : Original


Original Current


3 Segment Length 3




CO RD 72 TO CSAH 11 Termini CO RD 72 TO CSAH 11










2017 SAP 024-604-016 PH1Reconst RECLAIM, WIDENSHOULDERS, CULVERTS &AGGREGATE SURFACING. (2018SURFACING PROJECT) - 1-24-2018DDK.CHANGED TERMINI AND MILEAGETO CR 72.SURFACED IN 2018 SAP 024-604-017. 2-13-2019 DDK

Comments 2017 SAP 024-604-016 PH1Reconst RECLAIM, WIDENSHOULDERS, CULVERTS &AGGREGATE SURFACING. (2018SURFACING PROJECT) - 1-24-2018DDK.CHANGED TERMINI AND MILEAGETO CR 72.SURFACED IN 2018 SAP 024-604-017. 2-13-2019 DDK


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 823880.11 / 60 * 25 * 1.1 $1,132,835


3 * 2112 * 52.2 / 20 * 25 $413,424


3 * 7939.91 / 60 * 25 $9,925


$0 + $1,132,835 + $413,424+ $9,925

$1,556,184



Status : Original


Original Current


3 Segment Length 3














2016 - SAP 024-604-015RECONSTRUCTED FOR 2018PAVING. 2-1-2017 DDKSURFACED IN 2018 SAP 024-604-017. 2-13-2019 DDK

2013-BRIDGE 24504 REPLACEDWITH CULVERT 24J60-DDK.

2004-STRUCTURE POSTED PERMNDOT INSTRUCTIONS-DDK

Comments 2016 - SAP 024-604-015RECONSTRUCTED FOR 2018PAVING. 2-1-2017 DDKSURFACED IN 2018 SAP 024-604-017. 2-13-2019 DDK

2013-BRIDGE 24504 REPLACEDWITH CULVERT 24J60-DDK.

2004-STRUCTURE POSTED PERMNDOT INSTRUCTIONS-DDK


Segment Override


Original Current




STEWARD CREEK Feature Crossed STEWARD CREEK



12 Culvert Width 12

10 Culvert Height 10




BRIDGE 24504 REPLACED WITHCULVERT 24J60 IN 2013. SAP 024-604-013. 2 BBL 12' X 10' RCBC 25DSKEW. DDK 12-23-2013 - ROLLINVERIFYS 112FT LENGTH

Comments BRIDGE 24504 REPLACED WITHCULVERT 24J60 IN 2013. SAP 024-604-013. 2 BBL 12' X 10' RCBC 25DSKEW. DDK 12-23-2013 - ROLLINVERIFYS 112FT LENGTH




Computation Result


0 * 56250 / 40 * 25 $0


3 * 823880.11 / 60 * 25 * 1.1 $1,132,835


3 * 2112 * 52.2 / 20 * 25 $413,424


3 * 7939.91 / 60 * 25 $9,925


112 * 240 * 17.44 / 100 * 25* 1.15

$134,776


$0 + $1,132,835 + $413,424+ $9,925 + $134,776

$1,690,960



Status : Original


Original Current


3 Segment Length 3














2016 - SAP 024-604-015RECONSTRUCTED FOR 2018PAVING. 2-1-2017 DDKSURFACED IN 2018 SAP 024-604-017. 2-13-2019 DDK

Comments 2016 - SAP 024-604-015RECONSTRUCTED FOR 2018PAVING. 2-1-2017 DDKSURFACED IN 2018 SAP 024-604-017. 2-13-2019 DDK


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 823880.11 / 60 * 25 * 1.1 $1,132,835


3 * 2112 * 52.2 / 20 * 25 $413,424


3 * 7939.91 / 60 * 25 $9,925


$0 + $1,132,835 + $413,424+ $9,925

$1,556,184



Status : Original


Original Current
















SURFACED WITH CLASS 2 ROCK.CP 013-M-003. DDK.

Comments SURFACED WITH CLASS 2 ROCK.CP 013-M-003. DDK.


Segment Override



Computation Result


3.1 * 411940.06 / 60 * 25 *1.1

$585,298


3.1 * 546 * 10.01 / 2 * 25 $211,787


3.1 * 0 / 60 * 25 $0


$585,298 + $211,787 + $0 $797,085



Status : Original


Original Current






CSAH 18 TO CO RD 79 Termini CSAH 18 TO CO RD 79










2013-SAP 024-605-007 CIR,OVERLAY AND AGG. SHLDRS.DDK 12-23-2013.

Comments 2013-SAP 024-605-007 CIR,OVERLAY AND AGG. SHLDRS.DDK 12-23-2013.


Segment Override


Original Current


4.21 Milepoint 4.21


GOOSE CREEK (CD #55) Feature Crossed GOOSE CREEK (CD #55)


1 Number of Spans 1


36 Bridge Width 36


Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.7 * 823880.11 / 60 * 25 *1.1

$1,397,163


3.7 * 2112 * 52.2 / 20 * 25 $509,890


3.7 * 7939.91 / 60 * 25 $12,241


65.6 * 36 * 169 / 80 * 25 *1.15

$143,430


$0 + $1,397,163 + $509,890+ $12,241 + $143,430

$2,062,724



Status : Original


Original Current






CO RD 79 TO S LIM GLENVILLE Termini CO RD 79 TO S LIM GLENVILLE










2012-BRIDGE 89149 REPLACEDBY 24551 SAP 024-605-006. DDK12-23-2013


Comments 2012-BRIDGE 89149 REPLACEDBY 24551 SAP 024-605-006. DDK12-23-2013



Segment Override


Original Current


8.6 Milepoint 8.6


CO DITCH # 16 Feature Crossed CO DITCH # 16


1 Number of Spans 1




2012-BRIDGE 89149 REPLACEDBY 24551 SAP 024-605-006. DDK12-23-2013

Comments 2012-BRIDGE 89149 REPLACEDBY 24551 SAP 024-605-006. DDK12-23-2013




Computation Result


0 * 56250 / 40 * 25 $0


2.3 * 823880.11 / 60 * 25 *1.1

$868,507


2.3 * 2112 * 52.2 / 20 * 25 $316,958


2.3 * 7939.91 / 60 * 25 $7,609


72.063 * 35.333 * 169 / 80 *25 * 1.15

$154,642


$0 + $868,507 + $316,958+ $7,609 + $154,642

$1,347,716



Status : Original


Original Current

GLENVILLE Municipality GLENVILLE





S LIM GLENVILLE TO TH 65 Termini S LIM GLENVILLE TO TH 65











Comments 2013-SAP 024-605-007 CIR,OVERLAY AND AGG. SHLDRS.DDK 12-23-2013.


Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD

876251P USDOT Number 876251P

0.15 Located at Milepoint 0.15

1 Mainline Tracks 1

SIGNALS & GATES Protection Type SIGNALS & GATES

1987 Last Year Protection Upgraded 1987

38 Crossing Length 38

Last Year Surfaced

100% Percentage of Cost 100%

Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.16 * 823880.11 / 60 * 25 *1.1

$60,418


0.16 * 2112 * 52.2 / 20 * 25 $22,049


0.16 * 7939.91 / 60 * 25 $529

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

325000 / 25 * 25 $325,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

38 * 1350 / 25 * 25 $51,300

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

$0 + $60,418 + $22,049 +$529 + $325,000 + $51,300

$459,296



Status : Original


Original Current

GLENVILLE Municipality GLENVILLE










URBAN Design Type URBAN

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




2015 SAP 024-605-008 MILL ANDOVERLAY. 2-8-2016 DDK.

Comments 2015 SAP 024-605-008 MILL ANDOVERLAY. 2-8-2016 DDK.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.46 * 3250291.38 / 60 * 25* 1.15

$716,418


0.46 * 2904 * 52.2 / 15 * 25 $116,218


0.46 * 2416.74 / 60 * 25 $463


$0 + $716,418 + $116,218+ $463

$833,099



Status : Original


Original Current
















CIR, OVERLAY & SHOULDERING -04/21/2003 DDK

SPRING POSTED - 03/04DDK

Comments CIR, OVERLAY & SHOULDERING -04/21/2003 DDK



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


5.4 * 823880.11 / 60 * 25 *1.1

$2,039,103


5.4 * 2112 * 52.2 / 20 * 25 $744,163


5.4 * 7939.91 / 60 * 25 $17,865


$0 + $2,039,103 + $744,163+ $17,865

$2,801,131



Status : Original


Original Current

















SPRING POSTED-3/04DDK

Comments CIR, OVERLAY & SHOULDERING -04/21/2003 DDK

SPRING POSTED-3/04DDK


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.2 * 823880.11 / 60 * 25 *1.1

$453,134


1.2 * 2112 * 52.2 / 20 * 25 $165,370


1.2 * 7939.91 / 60 * 25 $3,970


$0 + $453,134 + $165,370+ $3,970

$622,474



Status : Original


Original Current






CSAH 29 TO N CO LINE Termini CSAH 29 TO N CO LINE










CIR, OVERLAY & SHOULDER IN2000. DDK 03/01/2001

Comments CIR, OVERLAY & SHOULDER IN2000. DDK 03/01/2001


Segment Override


Original Current




COBB CREEK Feature Crossed COBB CREEK



14 Culvert Width 14

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


6.7 * 823880.11 / 60 * 25 *1.1

$2,529,999


6.7 * 2112 * 52.2 / 20 * 25 $923,314


6.7 * 7939.91 / 60 * 25 $22,166


59 * 162.99989048 * 17.44 /100 * 25 * 1.15

$48,220


$0 + $2,529,999 + $923,314+ $22,166 + $48,220

$3,523,699



Status : Original


Original Current






CSAH 46 TO S LIM ALDEN Termini CSAH 46 TO S LIM ALDEN









THTB-NOT ELIGIBLE FOR TBFUNDS

Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS

CRACKED, SEATED, WIDENSURFACE AND OVERLAYED IN1994. (DDK 1-30-2014).

Comments CRACKED, SEATED, WIDENSURFACE AND OVERLAYED IN1994. (DDK 1-30-2014).


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 1304740.1 / 60 * 25 *1.1

$179,402


0.3 * 2376 * 52.2 / 20 * 25 $46,510


0.3 * 51064.34 / 60 * 25 $6,383


$0 + $179,402 + $46,510 +$6,383

$232,295



Status : Original


Original Current

ALDEN Municipality ALDEN





S LIM OF ALDEN TO NORTH STARROAD

Termini S LIM OF ALDEN TO NORTH STARROAD











CRACKED, SEATED, WIDENSURFACE AND OVERLAYED IN1994. (DDK 1-30-2014).

Comments CRACKED, SEATED, WIDENSURFACE AND OVERLAYED IN1994. (DDK 1-30-2014).


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 1304740.1 / 60 * 25 *1.1

$83,721


0.14 * 2376 * 52.2 / 20 * 25 $21,705


0.14 * 51064.34 / 60 * 25 $2,979


$0 + $83,721 + $21,705 +$2,979

$108,405



Status : Original


Original Current

ALDEN Municipality ALDEN





NORTH STAR ROAD TO SOUTHRAMPS OF FAI 90

Termini NORTH STAR ROAD TO SOUTHRAMPS OF FAI 90











CHANGED TO URBAN FROMRURAL IN ALDEN CITY LIMITSWITH COMPLETE STORM SEWERAND STORM SEWER. DDK 02-06-2003

Comments CHANGED TO URBAN FROMRURAL IN ALDEN CITY LIMITSWITH COMPLETE STORM SEWERAND STORM SEWER. DDK 02-06-2003


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 1304740.1 / 60 * 25 *1.1

$35,880


0.06 * 2376 * 52.2 / 20 * 25 $9,302


0.06 * 51064.34 / 60 * 25 $1,277


$0 + $35,880 + $9,302 +$1,277

$46,459



Status : Original


Original Current







80 Present AADT 80









Comments


Segment Override



Computation Result


4.5 * 411940.06 / 60 * 25 *1.1

$849,626


4.5 * 546 * 10.01 / 2 * 25 $307,432


4.5 * 0 / 60 * 25 $0


$849,626 + $307,432 + $0 $1,157,058



Status : Original


Original Current
















2016 - SP 024-070-017 2'SHOULDER WIDEN WITHBITUMINOUS. HSIP FEDERALFUNDS. 2-1-2017 DDK.

ELIGIBLE FOR GRADING,CHANGED TO DEFICIENT INXSECT, LAST SURFACINGFINISHED TOP 9.2M, NEED 32' TOP--03/04DDK

INSUFFICIENT WIDTH 03/07/2001DDK

NOT ELIGIBLE FOR WIDENINGNEEDS:



Status : Original


Original Current


















Comments 2016 - SP 024-070-017 2'SHOULDER WIDEN WITHBITUMINOUS. HSIP FEDERALFUNDS. 2-1-2017 DDK.



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.1 * 823880.11 / 60 * 25 *1.1

$792,985


2.1 * 2112 * 52.2 / 20 * 25 $289,397


2.1 * 7939.91 / 60 * 25 $6,947


$0 + $792,985 + $289,397+ $6,947

$1,089,329



Status : Original


Original Current
















2018- 024-609-009 CIR 3"OVERLAY, AGGREGATESHOULDERS, RUMBLE STRIPS. 2-13-2019 DDK2013-BR 89190 REPLACED BY BR24554. SAP 024-609-008. DDK 12-23-2013.2004-COMBINED WITH 609-010-DDKBR REINSTATEMENT 2008 RLL

Comments 2018- 024-609-009 CIR 3"OVERLAY, AGGREGATESHOULDERS, RUMBLE STRIPS. 2-13-2019 DDK2013-BR 89190 REPLACED BY BR24554. SAP 024-609-008. DDK 12-23-2013.2004-COMBINED WITH 609-010-DDKBR REINSTATEMENT 2008 RLL


Segment Override


Original Current


3.54 Milepoint 3.54


DITCH Feature Crossed DITCH


1 Number of Spans 1

24 Bridge Length 24



2015-CHANGED TYPE OF SERVICEAND SPANS TO CORRECT INFO 2-12-2016DDK

Comments 2015-CHANGED TYPE OF SERVICEAND SPANS TO CORRECT INFO 2-12-2016DDK



Original Current


2.38 Milepoint 2.38


STEWARD CREEK Feature Crossed STEWARD CREEK


3 Number of Spans 3




2013-BR 89190 REPLACED BY BR24554. SAP 024-609-008. (DDK 12-23-2013).

Comments 2013-BR 89190 REPLACED BY BR24554. SAP 024-609-008. (DDK 12-23-2013).




Computation Result


0 * 56250 / 40 * 25 $0


4.3 * 823880.11 / 60 * 25 *1.1

$1,623,730


4.3 * 2112 * 52.2 / 20 * 25 $592,574


4.3 * 7939.91 / 60 * 25 $14,226


24 * 33.5 * 169 / 80 * 25 *1.15

$48,830


64.666 * 35.333 * 169 / 80 *25 * 1.15

$138,769

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

$0 + $1,623,730 + $592,574+ $14,226 + $48,830 +$138,769

$2,418,129



Status : Original


Original Current






CSAH 14 TO TH 69 Termini CSAH 14 TO TH 69










2018- 024-609-009 RECLAIM 6"BIT. SURFACE, AGGREGATESHOULDERS, RUMBLE STRIPS. 2-13-2019 DDK

Comments 2018- 024-609-009 RECLAIM 6"BIT. SURFACE, AGGREGATESHOULDERS, RUMBLE STRIPS. 2-13-2019 DDK


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.3 * 823880.11 / 60 * 25 *1.1

$490,895


1.3 * 2112 * 52.2 / 20 * 25 $179,150


1.3 * 7939.91 / 60 * 25 $4,301


$0 + $490,895 + $179,150+ $4,301

$674,346



Status : Original


Original Current

FREEBORN Municipality FREEBORN





CSAH 29 TO PARK ON 5TH Termini CSAH 29 TO PARK ON 5TH










CHANGED SEWER, C & G TOMATCH SEGMENT LENGTH. 02-06-2003 DDK.

Comments CHANGED SEWER, C & G TOMATCH SEGMENT LENGTH. 02-06-2003 DDK.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.12 * 3250291.38 / 60 * 25* 1.15

$186,892


0.12 * 2904 * 52.2 / 15 * 25 $30,318


0.12 * 2416.74 / 60 * 25 $121


$0 + $186,892 + $30,318 +$121

$217,331



Status : Original


Original Current






5TH TO 4TH ON PARK Termini 5TH TO 4TH ON PARK










CHANGED SEWER, C & G TOMATCH SEGMENT LENGTH. 02-06-2003 DDK.

Comments CHANGED SEWER, C & G TOMATCH SEGMENT LENGTH. 02-06-2003 DDK.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.04 * 3250291.38 / 60 * 25* 1.15

$62,297


0.04 * 2904 * 52.2 / 15 * 25 $10,106


0.04 * 2416.74 / 60 * 25 $40


$0 + $62,297 + $10,106 +$40

$72,443



Status : Original


Original Current






PARK TO CENTER ON 4TH Termini PARK TO CENTER ON 4TH










UPDATED STORM SEWER AND C& G TO MATCH LENGTH. DDK 02-06-2003

Comments UPDATED STORM SEWER AND C& G TO MATCH LENGTH. DDK 02-06-2003


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.17 * 3250291.38 / 60 * 25* 1.15

$264,763


0.17 * 2904 * 52.2 / 15 * 25 $42,950


0.17 * 2416.74 / 60 * 25 $171


$0 + $264,763 + $42,950 +$171

$307,884



Status : Original


Original Current






4TH AVE ON CENTER TO E LIMFREEBRN

Termini 4TH AVE ON CENTER TO E LIMFREEBRN










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 823880.11 / 60 * 25 *1.1

$75,522


0.2 * 2112 * 52.2 / 20 * 25 $27,562


0.2 * 7939.91 / 60 * 25 $662


$0 + $75,522 + $27,562 +$662

$103,746



Status : Original


Original Current






E LIMS FREEBORN TO 0.40 MIEAST

Termini E LIMS FREEBORN TO 0.40 MIEAST













Segment Override


Original Current


0.78 Milepoint 0.78


COBB CREEK Feature Crossed COBB CREEK



14 Culvert Width 14

10 Culvert Height 10




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 823880.11 / 60 * 25 *1.1

$151,045


0.4 * 2112 * 52.2 / 20 * 25 $55,123


0.4 * 7939.91 / 60 * 25 $1,323


73 * 98.99989386 * 17.44 /100 * 25 * 1.15

$36,236


$0 + $151,045 + $55,123 +$1,323 + $36,236

$243,727



Status : Original


Original Current






0.40 MI E OF E LIM FREEBORN TO0.2 MI N CO RD 95

Termini 0.40 MI E OF E LIM FREEBORN TO0.2 MI N CO RD 95















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 823880.11 / 60 * 25 *1.1

$113,284


0.3 * 2112 * 52.2 / 20 * 25 $41,342


0.3 * 7939.91 / 60 * 25 $992


$0 + $113,284 + $41,342 +$992

$155,618



Status : Original


Original Current






0.20 MI N CO RD 95 TO CSAH 33 Termini 0.20 MI N CO RD 95 TO CSAH 33















Segment Override


Original Current


2.16 Milepoint 2.16


DITCH Feature Crossed DITCH



10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.1 * 823880.11 / 60 * 25 *1.1

$792,985


2.1 * 2112 * 52.2 / 20 * 25 $289,397


2.1 * 7939.91 / 60 * 25 $6,947


40 * 80.00053397 * 17.44 /100 * 25 * 1.15

$16,045


$0 + $792,985 + $289,397+ $6,947 + $16,045

$1,105,374



Status : Original


Original Current






CSAH 33 TO NO CO LINE Termini CSAH 33 TO NO CO LINE

















Segment Override


Original Current


6.01 Milepoint 6.01


JUD DITCH # 8 Feature Crossed JUD DITCH # 8



14.083 Culvert Width 14.083

8.917 Culvert Height 8.917




REPLACED WITH 169" SPAN X107" RCP-ARCH IN 2011. SAP 024-610-009. (1-30-2014 DDK).

Comments REPLACED WITH 169" SPAN X107" RCP-ARCH IN 2011. SAP 024-610-009. (1-30-2014 DDK).




Computation Result


0 * 56250 / 40 * 25 $0


3.3 * 823880.11 / 60 * 25 *1.1

$1,246,119


3.3 * 2112 * 52.2 / 20 * 25 $454,766


3.3 * 7939.91 / 60 * 25 $10,917


72 * 100 * 17.44 / 100 * 25 *1.15

$36,101


$0 + $1,246,119 + $454,766+ $10,917 + $36,101

$1,747,903



Status : Original


Original Current






W CO LINE TO 0.2 MILES EAST Termini W CO LINE TO 0.2 MILES EAST






2 - RURAL : 150 - 1499 Design

Documents

SANEEDS - CSAH - Segment Report Roadway Segment Status : … · 2021. 1. 20. · DDK 3/3/2011 2011-STRUCTURE 88114 WAS REMOVED. REPLACED WITH 36" RCP CULVERT. NO LONGER A BRIDGE