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

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : DAKOTA Segment Nbr : 019-605-009

Original Current

LAKEVILLE Municipality LAKEVILLE

0.5 Segment Length 0.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S CO LINE TO 1/2 MILE NORTH OFS CO LINE

Termini S CO LINE TO 1/2 MILE NORTH OFS CO LINE

6000 Present AADT 5000

2015 Year of Count 2014

1.2 Projection Factor 1

6000 Projected Traffic 5000

RURAL Design Type RURAL

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

1973 Latest Year SA funds 1973

0 Number of Signal Legs 0

THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS

SURF CONST LOCAL FUNDS 2009SPLIT SEGMENT DUE TO CP 70-06

Comments SURF CONST LOCAL FUNDS 2009SPLIT SEGMENT DUE TO CP 70-06

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 * 1338847.76 / 60 * 25 *1.1

$306,819

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2376 * 50.46 / 20 * 25 $74,933

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 26957.9 / 60 * 25 $5,616

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $306,819 + $74,933 +$5,616

$387,368



Status : Revised


Original Current





DIVIDED Existing Lane Description DIVIDED

1/2 MILE NORTH OF S CO LINE TOCSAH 70

Termini 1/2 MILE NORTH OF S CO LINE TOCSAH 70





URBAN Design Type URBAN

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



No Special Message Special Message Code No Special Message

ADDED 0.25 TRAFF SIGNAL W/CP70-06SP 19-605-25, 2008

THE CSAH 5"S" PORTION OF THECSAH 70@I35 INTERCHANGECOST (NO ROW, SEE SEGMENT019-670-015)COST REVISED TO INCLUDECSAH5 ROW

Comments ADDED 0.25 TRAFF SIGNAL W/CP70-06SP 19-605-25, 2008

THE CSAH 5"S" PORTION OF THECSAH 70@I35 INTERCHANGECOST (NO ROW, SEE SEGMENT019-670-015)COST REVISED TO INCLUDECSAH5 ROW

7932144.94 Interchange Override 7932144.94

Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.52 * 2720279.15 / 60 * 25* 1.15

$677,803


0.52 * 2904 * 50.46 / 15 * 25 $126,998


0.52 * 386793.3 / 60 * 25 $83,805

Interchange Override Override non-preservationcosts if greater

(7932144.94 / 60 * 25) >796764 = true

$2,508,296

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Interchange Override

$35,156 + $677,803 +$126,998 + $83,805 +$2,508,296

$3,432,058



Status : Revised


Original Current






FAI 35 TO 0.85 MI SO OF CSAH 46 Termini FAI 35 TO 0.85 MI SO OF CSAH 46










2014 SAP 019-605-032 M&OL

SURFACE CONSTRUCTED WITHLOCAL FUNDS 2001, COMBINEDSEGMENTS 19-605-011 & 19-605-12(DELETED) FOR 2004

Comments 2014 SAP 019-605-032 M&OL

SURFACE CONSTRUCTED WITHLOCAL FUNDS 2001, COMBINEDSEGMENTS 19-605-011 & 19-605-12(DELETED) FOR 2004


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.44 * 2720279.15 / 60 * 25* 1.15

$573,526


0.44 * 2904 * 50.46 / 15 * 25 $107,460


0.44 * 386793.3 / 60 * 25 $70,912


$70,313 + $573,526 +$107,460 + $70,912

$822,211



Status : Revised


Original Current






0.85 MI SO OF CSAH 46 TO CSAH46

Termini 0.85 MI SO OF CSAH 46 TO CSAH46










2014 SAP 019-605-032 M&OL Comments 2014 SAP 019-605-032 M&OL


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.85 * 2720279.15 / 60 * 25* 1.15

$1,107,947


0.85 * 2904 * 50.46 / 15 * 25 $207,592


0.85 * 386793.3 / 60 * 25 $136,989


$35,156 + $1,107,947 +$207,592 + $136,989

$1,487,684



Status : Revised


Original Current

BURNSVILLE Municipality BURNSVILLE





CSAH 46 TO SOUTH LIMITS OFBURNSVILLE

Termini CSAH 46 TO SOUTH LIMITS OFBURNSVILLE










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.21 * 3349465.01 / 60 * 25* 1.15

$337,040


0.21 * 3696 * 50.46 / 15 * 25 $65,275


0.21 * 745334.36 / 60 * 25 $65,217


$35,156 + $337,040 +$65,275 + $65,217

$502,688



Status : Revised


Original Current






SO LIM BURNSVILLE TO 150THSTREET

Termini SO LIM BURNSVILLE TO 150THSTREET










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


1.04 * 3349465.01 / 60 * 25* 1.15

$1,669,150


1.04 * 3696 * 50.46 / 15 * 25 $323,267


1.04 * 745334.36 / 60 * 25 $322,978


$35,156 + $1,669,150 +$323,267 + $322,978

$2,350,551



Status : Revised


Original Current






150TH STREET TO 0.13 MI SO OFCSAH 42

Termini 150TH STREET TO 0.13 MI SO OFCSAH 42










SURFACE CONSTRUCTED WITHLOCAL FUNDS 2001REVISED SEG LENGTH DUE TO CP42-91, 2007

Comments SURFACE CONSTRUCTED WITHLOCAL FUNDS 2001REVISED SEG LENGTH DUE TO CP42-91, 2007


Segment Override



Computation Result


5 * 56250 / 40 * 25 $175,781


1.07 * 3349465.01 / 60 * 25* 1.15

$1,717,299


1.07 * 3696 * 50.46 / 15 * 25 $332,592


1.07 * 745334.36 / 60 * 25 $332,295


$175,781 + $1,717,299 +$332,592 + $332,295

$2,557,967



Status : Revised


Original Current






0.13 MII S OF CSAH 42 TOFRIENDSHIP LANE

Termini 0.13 MII S OF CSAH 42 TOFRIENDSHIP LANE










2014 SAP 019-605-031 M&OL

SURFACE CONSTRUCTED WITHLOCAL FUNDS 2001CONSTRUCTIED W/CP 42-91,ALSO ADJUSTED MILE MARKERFOR STRUCTURE, RAMPS &LOOPS

CHANGED PROPOSED DATA TOMATCH EXISTING DATA AS THISSEGMENT IS ADEQUATE. SL2/29/08


SURFACE CONSTRUCTED WITHLOCAL FUNDS 2001CONSTRUCTIED W/CP 42-91,ALSO ADJUSTED MILE MARKERFOR STRUCTURE, RAMPS &LOOPS



Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.3 * 3349465.01 / 60 * 25 *1.15

$481,486


0.3 * 3696 * 50.46 / 15 * 25 $93,250


0.3 * 745334.36 / 60 * 25 $93,167


$140,625 + $481,486 +$93,250 + $93,167

$808,528



Status : Revised


Original Current






FRIENDSHIP LANE TO HIGHLANDDRIVE

Termini FRIENDSHIP LANE TO HIGHLANDDRIVE










2014 SAP 019-605-031 M&OL

REVISED SEG LENGTH DUE TO CP42-91


REVISED SEG LENGTH DUE TO CP42-91


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.9 * 3349465.01 / 60 * 25 *1.15

$1,444,457


0.9 * 3696 * 50.46 / 15 * 25 $279,750


0.9 * 745334.36 / 60 * 25 $279,500


$140,625 + $1,444,457 +$279,750 + $279,500

$2,144,332



Status : Revised


Original Current






HIGHLAND DR TO 0.22 MI SO OFTH 13

Termini HIGHLAND DR TO 0.22 MI SO OFTH 13










2014 SAP 019-605-031 M&OL

SURFACE CONSTRUCTED W/LOCAL EFFORT 2002


SURFACE CONSTRUCTED W/LOCAL EFFORT 2002


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.57 * 3349465.01 / 60 * 25* 1.15

$914,823


0.57 * 3696 * 50.46 / 15 * 25 $177,175


0.57 * 745334.36 / 60 * 25 $177,017


$0 + $914,823 + $177,175+ $177,017

$1,269,015



Status : Revised


Original Current






0.22 MI SO TO TH 13 Termini 0.22 MI SO TO TH 13










2014 SAP 019-605-031 M&OL

SURFACE CONSTRUCTED WITHLOCAL FUNDS 20002

2014 - SP 019-605-028INTERCHANGE ALL IN THISSEGMENT2013=$16,971,833.28 CON/RW; ADD 2014 ROW $80,010.44;2014=$17,051,843.72 CON/RW ADD 2015 ROW $32,406.71;2015=$17,084,250.43ADD 2016 ROW $1,232,905.17;2016=$18,317,155.60



2014 - SP 019-605-028INTERCHANGE ALL IN THISSEGMENT2013=$16,971,833.28 CON/RW; ADD 2014 ROW $80,010.44;2014=$17,051,843.72 CON/RW ADD 2015 ROW $32,406.71;2015=$17,084,250.43ADD 2016 ROW $1,232,905.17;2016=$18,317,155.60


Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


0.22 * 4095063.8 / 60 * 25 *1.15

$431,688


0.22 * 4488 * 50.46 / 15 * 25 $83,037


0.22 * 646986.37 / 60 * 25 $59,307


(17051843.72 / 60 * 25) >701933 = true

$6,403,002


$210,938 + $431,688 +$83,037 + $59,307 +$6,403,002

$7,187,972



Status : Revised


Original Current



DESIG. NON-EXIST Existing Surface Type DESIG. NON-EXIST


Existing Lane Description

TH 13 GOING N TO FAI 35W Termini TH 13 GOING N TO FAI 35W

0 Present AADT 0









COMBINED SEGMENTS 19-605-060WITH 19-605-070 (DELETED) FOR2004

Comments COMBINED SEGMENTS 19-605-060WITH 19-605-070 (DELETED) FOR2004


Segment Override



Computation Result

Non-Existing Segment If ExistingSurfaceType isDESIG. NON-EXIST, resultis zero

$0

Total Segment Cost Non-Existing Segment $0 $0



Status : Revised


Original Current

MENDOTA HEIGHTS Municipality MENDOTA HEIGHTS





TH149/DODD BLVD TO CSAH63/DELAWARE AVE

Termini TH149/DODD BLVD TO CSAH63/DELAWARE AVE









SB APPROVED MILEAGESEGMENT

Special Message Code SB APPROVED MILEAGESEGMENT

DESIGNATION OF CSAH 8 ADDEDMAY 2008 COMM ORDER 90116

REDUCED PROPOSED ROADWAYWIDTH TO 44 FEET TO REMAINWITHIN DESIGN GUIDELINES FOR2 LANES/2 PARKING--UNDIVIDED.SL 6/2/08

Comments DESIGNATION OF CSAH 8 ADDEDMAY 2008 COMM ORDER 90116



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.56 * 2720279.15 / 60 * 25* 1.15

$729,942


0.56 * 2904 * 50.46 / 15 * 25 $136,767


0.56 * 386793.3 / 60 * 25 $90,252


$0 + $729,942 + $136,767+ $90,252

$956,961



Status : Revised


Original Current

WEST ST PAUL Municipality WEST ST PAUL





CSAH 63/DELAWARE AVE TOBELLOWS ST

Termini CSAH 63/DELAWARE AVE TOBELLOWS ST













Comments DESIGNATION OF CSAH 8 ADDEDMAY 2008 COMM ORDER 90116



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.66 * 2720279.15 / 60 * 25* 1.15

$860,288


0.66 * 2904 * 50.46 / 15 * 25 $161,189


0.66 * 386793.3 / 60 * 25 $106,368


$0 + $860,288 + $161,189+ $106,368

$1,127,845



Status : Revised


Original Current






BELLOWS AVE TO TH3/ROBERTST

Termini BELLOWS AVE TO TH3/ROBERTST











2015 SAP 019-608-002 OVERLAY


REDUCED PROPOSED ROADWAYWIDTH TO 56 FEET TO REMAINWITHIN DESIGN GUIDELINES FOR4 LANES/NO PARKING--UNDIVIDED. SL 6/2/08

Comments 2015 SAP 019-608-002 OVERLAY




Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.62 * 2720279.15 / 60 * 25* 1.15

$808,150


0.62 * 2904 * 50.46 / 15 * 25 $151,420


0.62 * 386793.3 / 60 * 25 $99,922


$35,156 + $808,150 +$151,420 + $99,922

$1,094,648



Status : Revised


Original Current






TH 3/ROBERT ST TO W RAMP TH52/LAFAYETTE FRWY

Termini TH 3/ROBERT ST TO W RAMP TH52/LAFAYETTE FRWY











2015 SAP 019-608-002 OVERLAY



Comments 2015 SAP 019-608-002 OVERLAY




Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.7 * 3349465.01 / 60 * 25 *1.15

$1,123,466


0.7 * 3696 * 50.46 / 15 * 25 $217,584


0.7 * 745334.36 / 60 * 25 $217,389


$35,156 + $1,123,466 +$217,584 + $217,389

$1,593,595



Status : Revised


Original Current

Unassigned/Unknown Municipality Unassigned/Unknown





WEST COUNTY LINE TO CSAH 80 Termini WEST COUNTY LINE TO CSAH 80










2014 - HALF MILE FROM CITYLIMITS TO CSAH 70 CONST IN2014-SP 019-609-018 TIED TOSCOTT CO SP 070-602-019 ET AL

Comments 2014 - HALF MILE FROM CITYLIMITS TO CSAH 70 CONST IN2014-SP 019-609-018 TIED TOSCOTT CO SP 070-602-019 ET AL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 1338847.76 / 60 * 25 *1.1

$675,002


1.1 * 2376 * 50.46 / 20 * 25 $164,853


1.1 * 26957.9 / 60 * 25 $12,356


$0 + $675,002 + $164,853+ $12,356

$852,211



Status : Revised


Original Current






CSAH 80 TO 235TH ST Termini CSAH 80 TO 235TH ST













Segment Override

Culvert Information Status: Original

Original Current

19J61 Structure Number 19J61

2.156 Milepoint 2.156

2014 Year Built 2014

VERMILLION RIVER Feature Crossed VERMILLION RIVER

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

10 Culvert Width 10

10 Culvert Height 10

152 Culvert Length 152

200 Area of Waterway Opening 200

100% Shared Structure 100%

Comments

1 Culvert Group Code 1



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 1338847.76 / 60 * 25 *1.1

$920,458


1.5 * 2376 * 50.46 / 20 * 25 $224,799


1.5 * 26957.9 / 60 * 25 $16,849

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

152 * 200 * 15.47 / 100 * 25* 1.15

$135,208

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

$0 + $920,458 + $224,799+ $16,849 + $135,208

$1,297,314



Status : Revised


Original Current






235TH ST TO 0.2 MI S 225TH ST W Termini 235TH ST TO 0.2 MI S 225TH ST W













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 1338847.76 / 60 * 25 *1.1

$490,911


0.8 * 2376 * 50.46 / 20 * 25 $119,893


0.8 * 26957.9 / 60 * 25 $8,986


$0 + $490,911 + $119,893+ $8,986

$619,790



Status : Revised


Original Current






0.2 MI S TO 0.2 MI N 225TH ST W Termini 0.2 MI S TO 0.2 MI N 225TH ST W













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1338847.76 / 60 * 25 *1.1

$245,455


0.4 * 2376 * 50.46 / 20 * 25 $59,946


0.4 * 26957.9 / 60 * 25 $4,493


$0 + $245,455 + $59,946 +$4,493

$309,894



Status : Original


Original Current






0.2 MI N 225TH ST W TO S LIMLAKEVILLE

Termini 0.2 MI N 225TH ST W TO S LIMLAKEVILLE













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1338847.76 / 60 * 25 *1.1

$245,455


0.4 * 2376 * 50.46 / 20 * 25 $59,946


0.4 * 26957.9 / 60 * 25 $4,493


$0 + $245,455 + $59,946 +$4,493

$309,894



Status : Revised


Original Current






S LIM LAKEVILLE TO 210TH ST Termini S LIM LAKEVILLE TO 210TH ST











SURFACE CONST W/LOCALFUNDS 2008




Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


1.05 * 1338847.76 / 60 * 25* 1.1

$644,320


1.05 * 2376 * 50.46 / 20 * 25 $157,360


1.05 * 26957.9 / 60 * 25 $11,794


$70,313 + $644,320 +$157,360 + $11,794

$883,787



Status : Revised


Original Current






210TH ST TO CSAH 50 Termini 210TH ST TO CSAH 50










Comments


Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY

854270H USDOT Number 854270H

0.7 Located at Milepoint 0.7

1 Mainline Tracks 1

SIGNS ONLY Protection Type SIGNS ONLY

1997 Last Year Protection Upgraded 1997

60 Crossing Length 60

Last Year Surfaced

100% Percentage of Cost 100%

RENUMBERED SEGMENTS,MOVED RR INFO FROM 19-609-038TO 19-609-034 FOR 2005

Comments RENUMBERED SEGMENTS,MOVED RR INFO FROM 19-609-038TO 19-609-034 FOR 2005



Computation Result


1 * 56250 / 40 * 25 $35,156


0.75 * 1793217.38 / 60 * 25* 1.1

$616,418


0.75 * 3564 * 50.46 / 20 * 25 $168,599


0.75 * 210788.35 / 60 * 25 $65,871

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

1500 / 25 * 25 $1,500

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

60 * 1350 / 25 * 25 $81,000

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

$35,156 + $616,418 +$168,599 + $65,871 +$1,500 + $81,000

$968,544



Status : Revised


Original Current






CSAH 50 TO 0.92 MI N OF CSAH 50 Termini CSAH 50 TO 0.92 MI N OF CSAH 50










MAX ROAD WIDTH ON ADEQUATEURBAN 4/2 SEGMENT IS 70FT,3/27/06 SL

Comments MAX ROAD WIDTH ON ADEQUATEURBAN 4/2 SEGMENT IS 70FT,3/27/06 SL


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.92 * 2720279.15 / 60 * 25* 1.15

$1,199,190


0.92 * 2904 * 50.46 / 15 * 25 $224,688


0.92 * 386793.3 / 60 * 25 $148,271


$35,156 + $1,199,190 +$224,688 + $148,271

$1,607,305



Status : Revised


Original Current






0.92 MI N OF CSAH 50 TO 1.62 MIN OF CSAH 50

Termini 0.92 MI N OF CSAH 50 TO 1.62 MIN OF CSAH 50










2016 SAP 019-609-022 Comments 2016 SAP 019-609-022


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 2720279.15 / 60 * 25 *1.15

$912,427


0.7 * 2904 * 50.46 / 15 * 25 $170,958


0.7 * 386793.3 / 60 * 25 $112,815


$0 + $912,427 + $170,958+ $112,815

$1,196,200



Status : Revised


Original Current






1.62 MI N CSAH 50 TO CSAH 60 Termini 1.62 MI N CSAH 50 TO CSAH 60










2016 SAP 019-609-022

FUNDING COULD CHANGE, CITYOF LAKEVILLE LEADSAP 19-609-014MAX ROAD WIDTH ON ADEQUATEURBAN 4/2 SEGMENT IS 70FT,3/27/06 SL

Comments 2016 SAP 019-609-022

FUNDING COULD CHANGE, CITYOF LAKEVILLE LEADSAP 19-609-014MAX ROAD WIDTH ON ADEQUATEURBAN 4/2 SEGMENT IS 70FT,3/27/06 SL


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.13 * 2720279.15 / 60 * 25* 1.15

$169,451


0.13 * 2904 * 50.46 / 15 * 25 $31,749


0.13 * 386793.3 / 60 * 25 $20,951


$35,156 + $169,451 +$31,749 + $20,951

$257,307



Status : Revised


Original Current






CSAH 60 TO 0.42 M NE CSAH 60 Termini CSAH 60 TO 0.42 M NE CSAH 60










2016 SAP 019-609-022 ADD ONESIGNAL LEG AT CSAH 60SAP 019-609-014

Comments 2016 SAP 019-609-022 ADD ONESIGNAL LEG AT CSAH 60SAP 019-609-014


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.42 * 3349465.01 / 60 * 25* 1.15

$674,080


0.42 * 3696 * 50.46 / 15 * 25 $130,550


0.42 * 745334.36 / 60 * 25 $130,434


$35,156 + $674,080 +$130,550 + $130,434

$970,220



Status : Revised


Original Current






0.42 N NE CSAH 60 TO 0.52 M NE Termini 0.42 N NE CSAH 60 TO 0.52 M NE










SAP 019-609-014 Comments SAP 019-609-014


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1793217.38 / 60 * 25 *1.1

$82,189


0.1 * 3564 * 50.46 / 20 * 25 $22,480


0.1 * 210788.35 / 60 * 25 $8,783


$0 + $82,189 + $22,480 +$8,783

$113,452



Status : Revised


Original Current






0.52 MI N OF CSAH 60 TO EAST OFHAYES AVE

Termini 0.52 MI N OF CSAH 60 TO EAST OFHAYES AVE










2013 SAP 019-609-021ROUNDABOUT

CP 9-42 ROUNDABOUT CSAH9/HIGHVIEW

Comments 2013 SAP 019-609-021ROUNDABOUT

CP 9-42 ROUNDABOUT CSAH9/HIGHVIEW


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.77 * 3349465.01 / 60 * 25* 1.15

$1,235,813


0.77 * 3696 * 50.46 / 15 * 25 $239,342


0.77 * 745334.36 / 60 * 25 $239,128


$0 + $1,235,813 + $239,342+ $239,128

$1,714,283



Status : Revised


Original Current






EAST OF HAYES AVE TO 0.25 MI WOF CSAH 23

Termini EAST OF HAYES AVE TO 0.25 MI WOF CSAH 23










2013 SAP 019-609-021ROUNDABOUT

ADJUSTED LENGTH DUE TO CP 9-42 PROJ LIMITS

Comments 2013 SAP 019-609-021ROUNDABOUT

ADJUSTED LENGTH DUE TO CP 9-42 PROJ LIMITS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.46 * 1793217.38 / 60 * 25* 1.1

$378,070


0.46 * 3564 * 50.46 / 20 * 25 $103,408


0.46 * 210788.35 / 60 * 25 $40,401


$0 + $378,070 + $103,408+ $40,401

$521,879



Status : Revised


Original Current






0.25 MI W OF CSAH 23 TO CSAH 23 Termini 0.25 MI W OF CSAH 23 TO CSAH 23










CONSTRUCTED WITHCITY/DEVELOPER FUNDS

Comments CONSTRUCTED WITHCITY/DEVELOPER FUNDS


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.25 * 3349465.01 / 60 * 25* 1.15

$401,238


0.25 * 3696 * 50.46 / 15 * 25 $77,708


0.25 * 745334.36 / 60 * 25 $77,639


$35,156 + $401,238 +$77,708 + $77,639

$591,741



Status : Revised


Original Current






CSAH 23 TO 0.75 MI. E OF CSAH 23 Termini CSAH 23 TO 0.75 MI. E OF CSAH 23










CONSTRUCTED WITHCITY/DEVELOPER FUNDS

Comments CONSTRUCTED WITHCITY/DEVELOPER FUNDS


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.75 * 3349465.01 / 60 * 25* 1.15

$1,203,714


0.75 * 3696 * 50.46 / 15 * 25 $233,125


0.75 * 745334.36 / 60 * 25 $232,917


$35,156 + $1,203,714 +$233,125 + $232,917

$1,704,912



Status : Revised


Original Current






0.75 MI E OF CSAH 23 TO .52 MIWE OF CSAH 31

Termini 0.75 MI E OF CSAH 23 TO .52 MIWE OF CSAH 31










Comments


Segment Override


Original Current


0.17 Milepoint 0.17


NORTH CREEK Feature Crossed NORTH CREEK



0 Culvert Width 0

0 Culvert Height 0


116.00039752 Area of Waterway Opening 116.00039752


Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.35 * 1793217.38 / 60 * 25* 1.1

$1,109,553


1.35 * 3564 * 50.46 / 20 * 25 $303,479


1.35 * 210788.35 / 60 * 25 $118,568


108 * 116.00039752 * 15.47/ 100 * 25 * 1.15

$55,720


$0 + $1,109,553 + $303,479+ $118,568 + $55,720

$1,587,320



Status : Revised


Original Current






.52 MI WE OF CSAH 31 TO CSAH31

Termini .52 MI WE OF CSAH 31 TO CSAH31










REVISED DESIGN FROM RURALTO URBAN

Comments REVISED DESIGN FROM RURALTO URBAN


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.52 * 1338847.76 / 60 * 25* 1.1

$319,092


0.52 * 2376 * 50.46 / 20 * 25 $77,930


0.52 * 26957.9 / 60 * 25 $5,841


$35,156 + $319,092 +$77,930 + $5,841

$438,019



Status : Revised


Original Current






CSAH 42 TO CSAH 38 (WESTJUNCTION)

Termini CSAH 42 TO CSAH 38 (WESTJUNCTION)











SURFACE CONSTRUCTED WITHLOCAL FUNDS - 2000

Comments SURFACE CONSTRUCTED WITHLOCAL FUNDS - 2000


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


1.16 * 2720279.15 / 60 * 25* 1.15

$1,512,022


1.16 * 2904 * 50.46 / 15 * 25 $283,303


1.16 * 386793.3 / 60 * 25 $186,950


$70,313 + $1,512,022 +$283,303 + $186,950

$2,052,588



Status : Revised


Original Current






CSAH 38 (E. JCT.) TO I-35E SOUTHRAMP

Termini CSAH 38 (E. JCT.) TO I-35E SOUTHRAMP











Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.28 * 4095063.8 / 60 * 25 *1.15

$549,421


0.28 * 4488 * 50.46 / 15 * 25 $105,683


0.28 * 646986.37 / 60 * 25 $75,482


$140,625 + $549,421 +$105,683 + $75,482

$871,211



Status : Revised


Original Current






I-35E SO. RAMP TO 134TH STREET Termini I-35E SO. RAMP TO 134TH STREET











2016 SP 019-611-011 OVERLAY Comments 2016 SP 019-611-011 OVERLAY


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.22 * 4095063.8 / 60 * 25 *1.15

$431,688


0.22 * 4488 * 50.46 / 15 * 25 $83,037


0.22 * 646986.37 / 60 * 25 $59,307


$105,469 + $431,688 +$83,037 + $59,307

$679,501



Status : Revised


Original Current






134TH STREET TO BURNSVILLEPARKWAY

Termini 134TH STREET TO BURNSVILLEPARKWAY













Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.94 * 3349465.01 / 60 * 25* 1.15

$1,508,655


0.94 * 3696 * 50.46 / 15 * 25 $292,184


0.94 * 745334.36 / 60 * 25 $291,923


$35,156 + $1,508,655 +$292,184 + $291,923

$2,127,918



Status : Revised


Original Current






BURNSVILLE PARKWAY TO 123RDSTREET

Termini BURNSVILLE PARKWAY TO 123RDSTREET













Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.4 * 3349465.01 / 60 * 25 *1.15

$641,981


0.4 * 3696 * 50.46 / 15 * 25 $124,333


0.4 * 745334.36 / 60 * 25 $124,222


$35,156 + $641,981 +$124,333 + $124,222

$925,692



Status : Revised


Original Current






123RD STREET TO TH 13 Termini 123RD STREET TO TH 13











Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.4 * 3349465.01 / 60 * 25 *1.15

$641,981


0.4 * 3696 * 50.46 / 15 * 25 $124,333


0.4 * 745334.36 / 60 * 25 $124,222


$105,469 + $641,981 +$124,333 + $124,222

$996,005



Status : Revised


Original Current

INVER GROVE HEIGHTS Municipality INVER GROVE HEIGHTS





TH 110 TO SOUTH ROBERT ST Termini TH 110 TO SOUTH ROBERT ST










2015 SP 019-614-012 SIGNAL @ROBERT ST

COMBINED SEG 19-614-010 & 011IN 2005

Comments 2015 SP 019-614-012 SIGNAL @ROBERT ST

COMBINED SEG 19-614-010 & 011IN 2005


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.54 * 2720279.15 / 60 * 25* 1.15

$703,872


0.54 * 2904 * 50.46 / 15 * 25 $131,882


0.54 * 386793.3 / 60 * 25 $87,028


$70,313 + $703,872 +$131,882 + $87,028

$993,095



Status : Revised


Original Current






SOUTH ROBERT STREET TOWEST LIMITS OF SOUTH STPAUL

Termini SOUTH ROBERT STREET TOWEST LIMITS OF SOUTH STPAUL










2015 SP 019-614-012 SIGNAL @ROBERT ST

CULVERT (STRUCTURE)EXTENDED IN 2002

Comments 2015 SP 019-614-012 SIGNAL @ROBERT ST

CULVERT (STRUCTURE)EXTENDED IN 2002


Segment Override


Original Current




GOLF PATH Feature Crossed GOLF PATH

OTHER Type of Service OTHER


12 Culvert Width 12

8 Culvert Height 8




2014 - AWW MISSING, JP Comments 2014 - AWW MISSING, JP




Computation Result


3 * 56250 / 40 * 25 $105,469


0.77 * 3349465.01 / 60 * 25* 1.15

$1,235,813


0.77 * 3696 * 50.46 / 15 * 25 $239,342


0.77 * 745334.36 / 60 * 25 $239,128


64 * 96 * 15.47 / 100 * 25 *1.15

$27,326


$105,469 + $1,235,813 +$239,342 + $239,128 +$27,326

$1,847,078



Status : Revised


Original Current

SOUTH ST PAUL Municipality SOUTH ST PAUL





WEST LIMITS OF SO ST PAUL TO0.03 MILES EAST

Termini WEST LIMITS OF SO ST PAUL TO0.03 MILES EAST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.03 * 3349465.01 / 60 * 25* 1.15

$48,149


0.03 * 3696 * 50.46 / 15 * 25 $9,325


0.03 * 745334.36 / 60 * 25 $9,317


$0 + $48,149 + $9,325 +$9,317

$66,791



Status : Revised


Original Current






0.03 MI E OF W LIMITS OF SO STPAUL TO SOUTHVIEW BLVD

Termini 0.03 MI E OF W LIMITS OF SO STPAUL TO SOUTHVIEW BLVD










Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.48 * 3349465.01 / 60 * 25* 1.15

$770,377


0.48 * 3696 * 50.46 / 15 * 25 $149,200


0.48 * 745334.36 / 60 * 25 $149,067


$140,625 + $770,377 +$149,200 + $149,067

$1,209,269



Status : Revised


Original Current






SOUTHVIEW BLVD TO 12TH AVE Termini SOUTHVIEW BLVD TO 12TH AVE










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 3349465.01 / 60 * 25 *1.15

$802,476


0.5 * 3696 * 50.46 / 15 * 25 $155,417


0.5 * 745334.36 / 60 * 25 $155,278


$35,156 + $802,476 +$155,417 + $155,278

$1,148,327



Status : Revised


Original Current






12TH AVE TO 3RD AVE Termini 12TH AVE TO 3RD AVE










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.56 * 2720279.15 / 60 * 25* 1.15

$729,942


0.56 * 2904 * 50.46 / 15 * 25 $136,767


0.56 * 386793.3 / 60 * 25 $90,252


$105,469 + $729,942 +$136,767 + $90,252

$1,062,430



Status : Revised


Original Current






SOUTHVIEW TO MARIE AVE Termini SOUTHVIEW TO MARIE AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 2720279.15 / 60 * 25* 1.15

$169,451


0.13 * 2904 * 50.46 / 15 * 25 $31,749


0.13 * 386793.3 / 60 * 25 $20,951


$0 + $169,451 + $31,749 +$20,951

$222,151



Status : Revised


Original Current






MARIE AVE TO 2ND ST Termini MARIE AVE TO 2ND ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 2720279.15 / 60 * 25 *1.15

$130,347


0.1 * 2904 * 50.46 / 15 * 25 $24,423


0.1 * 386793.3 / 60 * 25 $16,116


$0 + $130,347 + $24,423 +$16,116

$170,886



Status : Revised


Original Current






2ND ST TO 0.03 MI N Termini 2ND ST TO 0.03 MI N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.03 * 2720279.15 / 60 * 25* 1.15

$39,104


0.03 * 2904 * 50.46 / 15 * 25 $7,327


0.03 * 386793.3 / 60 * 25 $4,835


$0 + $39,104 + $7,327 +$4,835

$51,266



Status : Revised


Original Current






0.03 MI N OF 2ND ST TOCONCORD ST - TH 56

Termini 0.03 MI N OF 2ND ST TOCONCORD ST - TH 56










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.12 * 2720279.15 / 60 * 25* 1.15

$156,416


0.12 * 2904 * 50.46 / 15 * 25 $29,307


0.12 * 386793.3 / 60 * 25 $19,340


$35,156 + $156,416 +$29,307 + $19,340

$240,219



Status : Revised


Original Current

NORTHFIELD Municipality NORTHFIELD





RICE CO LINE TO N LIMSNORTHFIELD

Termini RICE CO LINE TO N LIMSNORTHFIELD










SURFACE CONST W/LOCALFUNDS 2006 CP 23-61

Comments SURFACE CONST W/LOCALFUNDS 2006 CP 23-61


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1338847.76 / 60 * 25 *1.1

$306,819


0.5 * 2376 * 50.46 / 20 * 25 $74,933


0.5 * 26957.9 / 60 * 25 $5,616


$0 + $306,819 + $74,933 +$5,616

$387,368



Status : Revised


Original Current






N LIM NORTHFIELD TO CR 96(320TH ST W)

Termini N LIM NORTHFIELD TO CR 96(320TH ST W)













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1338847.76 / 60 * 25 *1.1

$306,819


0.5 * 2376 * 50.46 / 20 * 25 $74,933


0.5 * 26957.9 / 60 * 25 $5,616


$0 + $306,819 + $74,933 +$5,616

$387,368



Status : Revised


Original Current


1 Segment Length 1




CR 96 (320TH ST W) TO 1 MI N Termini CR 96 (320TH ST W) TO 1 MI N













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1338847.76 / 60 * 25 *1.1

$613,639


1 * 2376 * 50.46 / 20 * 25 $149,866


1 * 26957.9 / 60 * 25 $11,232


$0 + $613,639 + $149,866+ $11,232

$774,737



Status : Revised


Original Current






1.7 MI N OF N LIMS NORTHFIELDTO 0.2 M S OF CSAH 86

Termini 1.7 MI N OF N LIMS NORTHFIELDTO 0.2 M S OF CSAH 86













Segment Override

Bridge Information Status: Original

Original Current

19517 Structure Number 19517



CHUB CREEK Feature Crossed CHUB CREEK

Type of Service

Number of Spans

64.8 Bridge Length 64.8

47.3 Bridge Width 47.3


Comments

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



Computation Result


0 * 56250 / 40 * 25 $0


3.8 * 1338847.76 / 60 * 25 *1.1

$2,331,827


3.8 * 2376 * 50.46 / 20 * 25 $569,492


3.8 * 26957.9 / 60 * 25 $42,683

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

64.8 * 47.3 * 152 / 80 * 25 *1.15

$167,428

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

$0 + $2,331,827 + $569,492+ $42,683 + $167,428

$3,111,430



Status : Revised


Original Current






0.2 MI S TO CSAH 86 Termini 0.2 MI S TO CSAH 86













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1338847.76 / 60 * 25 *1.1

$122,728


0.2 * 2376 * 50.46 / 20 * 25 $29,973


0.2 * 26957.9 / 60 * 25 $2,246


$0 + $122,728 + $29,973 +$2,246

$154,947



Status : Revised


Original Current






CSAH 86 TO 0.2 MI N Termini CSAH 86 TO 0.2 MI N










SURFACE CONSTRUCTED WITHLOCAL EFFORT 2004

PROPOSED ROAD/SURFACEWIDTH REDUCED TO STAYWITHIN DESIGN CHART. SL 2/29/08

Comments SURFACE CONSTRUCTED WITHLOCAL EFFORT 2004

PROPOSED ROAD/SURFACEWIDTH REDUCED TO STAYWITHIN DESIGN CHART. SL 2/29/08


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1338847.76 / 60 * 25 *1.1

$122,728


0.2 * 2376 * 50.46 / 20 * 25 $29,973


0.2 * 26957.9 / 60 * 25 $2,246


$0 + $122,728 + $29,973 +$2,246

$154,947



Status : Revised


Original Current






0.2 MI N CSAH 86 TO 247THSTREET

Termini 0.2 MI N CSAH 86 TO 247THSTREET










2016 OVERLAY LOCAL $ (CSAH 86TO N 255TH ST)


Comments 2016 OVERLAY LOCAL $ (CSAH 86TO N 255TH ST)



Segment Override


Status: Original

Original Current


854284R USDOT Number 854284R


1 Mainline Tracks 1

SIGNALS ONLY Protection Type SIGNALS ONLY

Last Year Protection Upgraded


Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


3.3 * 1338847.76 / 60 * 25 *1.1

$2,025,007


3.3 * 2376 * 50.46 / 20 * 25 $494,558


3.3 * 26957.9 / 60 * 25 $37,067


275000 / 25 * 25 $275,000


72 * 1350 / 25 * 25 $97,200


$0 + $2,025,007 + $494,558+ $37,067 + $275,000 +$97,200

$2,928,832



Status : Revised


Original Current






247TH ST TO S LIM OF LAKEVILLE Termini 247TH ST TO S LIM OF LAKEVILLE










2016 SAP 019-623-032 OVERLAYSURFACE CONSTRUCTED WITHLOCAL EFFORT 2004

Comments 2016 SAP 019-623-032 OVERLAYSURFACE CONSTRUCTED WITHLOCAL EFFORT 2004


Segment Override


Original Current

L3173 Structure Number L3173




Type of Service


10 Culvert Width 10





Comments



Original Current


11.034 Milepoint 11.034


STREAM Feature Crossed STREAM

Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.9 * 1338847.76 / 60 * 25 *1.1

$1,779,552


2.9 * 2376 * 50.46 / 20 * 25 $434,612


2.9 * 26957.9 / 60 * 25 $32,574


50 * 199.99972034 * 15.47 /100 * 25 * 1.15

$44,476


80 * 89.00023076 * 15.47 /100 * 25 * 1.15

$31,667

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

$0 + $1,779,552 + $434,612+ $32,574 + $44,476 +$31,667

$2,322,881



Status : Revised


Original Current






S LIM LAKEVILLE TO 0.09 MILENORTH OF THE S LIM LAKEVILLE

Termini S LIM LAKEVILLE TO 0.09 MILENORTH OF THE S LIM LAKEVILLE










YEAR OF LATEST STATE - AIDEXPENDITURE - 2000

Comments YEAR OF LATEST STATE - AIDEXPENDITURE - 2000


Segment Override


Original Current


12.562 Milepoint 12.562


Trout Stream Feature Crossed Trout Stream



10 Culvert Width 10

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.09 * 2720279.15 / 60 * 25* 1.15

$117,312


0.09 * 2904 * 50.46 / 15 * 25 $21,980


0.09 * 386793.3 / 60 * 25 $14,505


132 * 80.00053397 * 15.47 /100 * 25 * 1.15

$46,967


$0 + $117,312 + $21,980 +$14,505 + $46,967

$200,764



Status : Revised


Original Current






0.09 MI N OF S LIM LAKEVILLE TO0.44 MI N OF S LIM LAKEVILLE

Termini 0.09 MI N OF S LIM LAKEVILLE TO0.44 MI N OF S LIM LAKEVILLE













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.35 * 3349465.01 / 60 * 25* 1.15

$561,733


0.35 * 3696 * 50.46 / 15 * 25 $108,792


0.35 * 745334.36 / 60 * 25 $108,695


$0 + $561,733 + $108,792+ $108,695

$779,220



Status : Revised


Original Current






0.44 MI NO OF SO LIMITS L'VILLETO CSAH 50 (L'VILLE BLVD)

Termini 0.44 MI NO OF SO LIMITS L'VILLETO CSAH 50 (L'VILLE BLVD)










YEAR OF LATEST STATE - AIDEXPENDITURE - 2000, COMBINEDSEGEMENT 19-623-045 (DELETED)WITH 19-623-47 FOR 2004

Comments YEAR OF LATEST STATE - AIDEXPENDITURE - 2000, COMBINEDSEGEMENT 19-623-045 (DELETED)WITH 19-623-47 FOR 2004


Segment Override


Original Current


13.111 Milepoint 13.111


Trout Stream Feature Crossed Trout Stream



10 Culvert Width 10

7 Culvert Height 7




Comments




Computation Result


3 * 56250 / 40 * 25 $105,469


0.41 * 3349465.01 / 60 * 25* 1.15

$658,030


0.41 * 3696 * 50.46 / 15 * 25 $127,442


0.41 * 745334.36 / 60 * 25 $127,328


138 * 210.00045983 * 15.47/ 100 * 25 * 1.15

$128,892


$105,469 + $658,030 +$127,442 + $127,328 +$128,892

$1,147,161



Status : Revised


Original Current






CSAH 50 TO 0.06 MI S OF CSAH 9 Termini CSAH 50 TO 0.06 MI S OF CSAH 9













Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


3.54 * 3349465.01 / 60 * 25* 1.15

$5,681,530


3.54 * 3696 * 50.46 / 15 * 25 $1,100,351


3.54 * 745334.36 / 60 * 25 $1,099,368


$105,469 + $5,681,530 +$1,100,351 + $1,099,368

$7,986,718



Status : Revised


Original Current






0.06 MI S OF CSAH 9 TO NO LIMLAKEVILLE-CSAH 46

Termini 0.06 MI S OF CSAH 9 TO NO LIMLAKEVILLE-CSAH 46











Comments SURFACE CONSTRUCTED WITHLOCAL FUNDS 2005


Segment Override



Computation Result


9 * 56250 / 40 * 25 $316,406


1.61 * 4095063.8 / 60 * 25 *1.15

$3,159,171


1.61 * 4488 * 50.46 / 15 * 25 $607,680


1.61 * 646986.37 / 60 * 25 $434,020


$316,406 + $3,159,171 +$607,680 + $434,020

$4,517,277



Status : Revised


Original Current

APPLE VALLEY Municipality APPLE VALLEY





N LIMS LAKEVILLE TO 0.6 MI S OFCSAH 42

Termini N LIMS LAKEVILLE TO 0.6 MI S OFCSAH 42













Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.4 * 4095063.8 / 60 * 25 *1.15

$784,887


0.4 * 4488 * 50.46 / 15 * 25 $150,976


0.4 * 646986.37 / 60 * 25 $107,831


$105,469 + $784,887 +$150,976 + $107,831

$1,149,163



Status : Revised


Original Current






0.6 MI S OF CSAH 42 TO 153RDSTREET

Termini 0.6 MI S OF CSAH 42 TO 153RDSTREET










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.35 * 4095063.8 / 60 * 25 *1.15

$686,776


0.35 * 4488 * 50.46 / 15 * 25 $132,104


0.35 * 646986.37 / 60 * 25 $94,352


$35,156 + $686,776 +$132,104 + $94,352

$948,388



Status : Revised


Original Current






153RD STREET TO 147TH STREET Termini 153RD STREET TO 147TH STREET













Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.47 * 4777763.62 / 60 * 25* 1

$935,645


0.47 * 6072 * 50.46 / 5 * 25 $720,024


0.47 * 47323.04 / 60 * 25 $9,267


$140,625 + $935,645 +$720,024 + $9,267

$1,805,561



Status : Revised


Original Current






147TH STREET TO 1.25 MI N OFCSAH 42

Termini 147TH STREET TO 1.25 MI N OFCSAH 42













Segment Override



Computation Result


5 * 56250 / 40 * 25 $175,781


1.03 * 4777763.62 / 60 * 25* 1

$2,050,457


1.03 * 6072 * 50.46 / 5 * 25 $1,577,925


1.03 * 47323.04 / 60 * 25 $20,309


$175,781 + $2,050,457 +$1,577,925 + $20,309

$3,824,472



Status : Revised


Original Current

EAGAN Municipality EAGAN





TH 13 TO CSAH 31 Termini TH 13 TO CSAH 31










2007 SURF CONST W/LOCALFUNDS

Comments 2007 SURF CONST W/LOCALFUNDS


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.8 * 1338847.76 / 60 * 25 *1.1

$490,911


0.8 * 2376 * 50.46 / 20 * 25 $119,893


0.8 * 26957.9 / 60 * 25 $8,986


$35,156 + $490,911 +$119,893 + $8,986

$654,946



Status : Revised


Original Current






CSAH 31 TO 0.20 MI E Termini CSAH 31 TO 0.20 MI E










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.2 * 2720279.15 / 60 * 25 *1.15

$260,693


0.2 * 2904 * 50.46 / 15 * 25 $48,845


0.2 * 386793.3 / 60 * 25 $32,233


$35,156 + $260,693 +$48,845 + $32,233

$376,927



Status : Revised


Original Current






0.2 MI E OF CSAH 31 TO 0.58 MILEEAST OF 31

Termini 0.2 MI E OF CSAH 31 TO 0.58 MILEEAST OF 31













Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.38 * 3349465.01 / 60 * 25* 1.15

$609,882


0.38 * 3696 * 50.46 / 15 * 25 $118,117


0.38 * 745334.36 / 60 * 25 $118,011


$105,469 + $609,882 +$118,117 + $118,011

$951,479



Status : Revised


Original Current






0.58 MILE EAST OF CSAH 31 TO0.17 MI WEST OF CR 43

Termini 0.58 MILE EAST OF CSAH 31 TO0.17 MI WEST OF CR 43













Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.25 * 4095063.8 / 60 * 25 *1.15

$490,555


0.25 * 4488 * 50.46 / 15 * 25 $94,360


0.25 * 646986.37 / 60 * 25 $67,394


$105,469 + $490,555 +$94,360 + $67,394

$757,778



Status : Revised


Original Current






0.17 MI WEST OF CR 43 TO 0.13MILES EAST OF CR 43

Termini 0.17 MI WEST OF CR 43 TO 0.13MILES EAST OF CR 43













Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.3 * 4095063.8 / 60 * 25 *1.15

$588,665


0.3 * 4488 * 50.46 / 15 * 25 $113,232


0.3 * 646986.37 / 60 * 25 $80,873


$70,313 + $588,665 +$113,232 + $80,873

$853,083



Status : Revised


Original Current






0.13 MI E OF CSAH 43 TO 0.04 MI EOF TH 55

Termini 0.13 MI E OF CSAH 43 TO 0.04 MI EOF TH 55










2014 SAP 019-626-022 RT LANECONST

COMBINED SEGMENT 19-626-024WITH 19-626-027(DELETED) FOR2004

Comments 2014 SAP 019-626-022 RT LANECONST

COMBINED SEGMENT 19-626-024WITH 19-626-027(DELETED) FOR2004


Segment Override


Status: Original

Original Current

PROGRESSIVE RAIL RailRoad Name PROGRESSIVE RAIL

696380G USDOT Number 696380G


1 Mainline Tracks 1

SIGNALS & GATES Protection Type SIGNALS & GATES



0 Last Year Surfaced 0


X-ING SCALED OFF GIS Comments X-ING SCALED OFF GIS



Computation Result


4 * 56250 / 40 * 25 $140,625


0.91 * 3349465.01 / 60 * 25* 1.15

$1,460,506


0.91 * 3696 * 50.46 / 15 * 25 $282,859


0.91 * 745334.36 / 60 * 25 $282,606


325000 / 25 * 25 $325,000


175 * 1350 / 25 * 25 $236,250


$140,625 + $1,460,506 +$282,859 + $282,606 +$325,000 + $236,250

$2,727,846



Status : Revised


Original Current






0.04 MILE EAST OF TH 55 TO W LINVR GRV HTS

Termini 0.04 MILE EAST OF TH 55 TO W LINVR GRV HTS













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.96 * 1338847.76 / 60 * 25* 1.1

$589,093


0.96 * 2376 * 50.46 / 20 * 25 $143,872


0.96 * 26957.9 / 60 * 25 $10,783


$0 + $589,093 + $143,872+ $10,783

$743,748



Status : Revised


Original Current






W LIM INVR GRV HTS TO TH 3 Termini W LIM INVR GRV HTS TO TH 3













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.02 * 1338847.76 / 60 * 25* 1.1

$625,911


1.02 * 2376 * 50.46 / 20 * 25 $152,864


1.02 * 26957.9 / 60 * 25 $11,457


$0 + $625,911 + $152,864+ $11,457

$790,232



Status : Revised


Original Current






TH 3 TO 0.37 MILE WEST OF CSAH73

Termini TH 3 TO 0.37 MILE WEST OF CSAH73










2015 SAP 019-626-023 OVERLAYSURFACE CONSTUCTED WITHLOCAL FUNDS 2005

Comments 2015 SAP 019-626-023 OVERLAYSURFACE CONSTUCTED WITHLOCAL FUNDS 2005


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.63 * 1793217.38 / 60 * 25* 1.1

$517,792


0.63 * 3564 * 50.46 / 20 * 25 $141,624


0.63 * 210788.35 / 60 * 25 $55,332


$0 + $517,792 + $141,624+ $55,332

$714,748



Status : Revised


Original Current






0.37 MILE WEST OF CSAH 73 TO0.26 MILE EAST OF CSAH 73

Termini 0.37 MILE WEST OF CSAH 73 TO0.26 MILE EAST OF CSAH 73










2015 SAP 019-626-023 OVERLAYSURFACE CONSTRUCTED WITHLOCAL FUNDS 2005

Comments 2015 SAP 019-626-023 OVERLAYSURFACE CONSTRUCTED WITHLOCAL FUNDS 2005


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.63 * 2720279.15 / 60 * 25* 1.15

$821,184


0.63 * 2904 * 50.46 / 15 * 25 $153,863


0.63 * 386793.3 / 60 * 25 $101,533


$0 + $821,184 + $153,863+ $101,533

$1,076,580



Status : Revised


Original Current






0.26 MILES EAST OF CSAH 73 TOBLAINE AVE.

Termini 0.26 MILES EAST OF CSAH 73 TOBLAINE AVE.













Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.27 * 3349465.01 / 60 * 25* 1.15

$433,337


0.27 * 3696 * 50.46 / 15 * 25 $83,925


0.27 * 745334.36 / 60 * 25 $83,850


$35,156 + $433,337 +$83,925 + $83,850

$636,268



Status : Revised


Original Current






BLAINE AVE. TO CAHILL AVE. Termini BLAINE AVE. TO CAHILL AVE.













Segment Override


Original Current




PED WALK Feature Crossed PED WALK



20 Culvert Width 20









Computation Result


2 * 56250 / 40 * 25 $70,313


0.67 * 2720279.15 / 60 * 25* 1.15

$873,323


0.67 * 2904 * 50.46 / 15 * 25 $163,632


0.67 * 386793.3 / 60 * 25 $107,980


112 * 200 * 15.47 / 100 * 25* 1.15

$99,627


$70,313 + $873,323 +$163,632 + $107,980 +$99,627

$1,314,875



Status : Revised


Original Current






CAHILL AVE TO W LIMS S STPAUL

Termini CAHILL AVE TO W LIMS S STPAUL










SAP 19-626-15STATE AID FUNDS MAY CHANGE

Comments SAP 19-626-15STATE AID FUNDS MAY CHANGE


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.55 * 2720279.15 / 60 * 25* 1.15

$716,907


0.55 * 2904 * 50.46 / 15 * 25 $134,325


0.55 * 386793.3 / 60 * 25 $88,640


$35,156 + $716,907 +$134,325 + $88,640

$975,028



Status : Revised


Original Current






W LIMS S ST PAUL TO 0.1 MI E Termini W LIMS S ST PAUL TO 0.1 MI E










STATE AID FUNDING MAYCHANGE

Comments STATE AID FUNDING MAYCHANGE


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 2720279.15 / 60 * 25 *1.15

$130,347


0.1 * 2904 * 50.46 / 15 * 25 $24,423


0.1 * 386793.3 / 60 * 25 $16,116


$0 + $130,347 + $24,423 +$16,116

$170,886



Status : Revised


Original Current






.1 MI E W LIM S ST PAUL TO TH 56 Termini .1 MI E W LIM S ST PAUL TO TH 56










STATE AID FUNDING MAYCHANGE


Comments STATE AID FUNDING MAYCHANGE



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.45 * 2720279.15 / 60 * 25* 1.15

$586,560


0.45 * 2904 * 50.46 / 15 * 25 $109,902


0.45 * 386793.3 / 60 * 25 $72,524


$0 + $586,560 + $109,902+ $72,524

$768,986



Status : Revised


Original Current






TH 13 TO 100' E OF FEDERALDRIVE

Termini TH 13 TO 100' E OF FEDERALDRIVE











NEW SEGMENT, COMM ORDER85588, COMBINED SEGEMENTS19-628-010 (DELETED), 19-628-020(DELETED) & 19-628-030 FOR 2004

Comments NEW SEGMENT, COMM ORDER85588, COMBINED SEGEMENTS19-628-010 (DELETED), 19-628-020(DELETED) & 19-628-030 FOR 2004


Segment Override



Computation Result


7 * 56250 / 40 * 25 $246,094


0.95 * 4095063.8 / 60 * 25 *1.15

$1,864,107


0.95 * 4488 * 50.46 / 15 * 25 $358,569


0.95 * 646986.37 / 60 * 25 $256,099


$246,094 + $1,864,107 +$358,569 + $256,099

$2,724,869



Status : Revised


Original Current






100' E. OF FEDERAL DR TOYANKEE PLACE

Termini 100' E. OF FEDERAL DR TOYANKEE PLACE











NEW SEGMENT, COMM ORDER85588, COMBINED SEGMENTS 19-628-040 & 19-628-050 (DELETED)FOR 20042007 PORTION SURF CONSTW/LOCAL FUNDS (FEDERAL DRTO I-35E)

Comments NEW SEGMENT, COMM ORDER85588, COMBINED SEGMENTS 19-628-040 & 19-628-050 (DELETED)FOR 20042007 PORTION SURF CONSTW/LOCAL FUNDS (FEDERAL DRTO I-35E)


Segment Override



Computation Result


8 * 56250 / 40 * 25 $281,250


0.75 * 4095063.8 / 60 * 25 *1.15

$1,471,664


0.75 * 4488 * 50.46 / 15 * 25 $283,081


0.75 * 646986.37 / 60 * 25 $202,183


$281,250 + $1,471,664 +$283,081 + $202,183

$2,238,178



Status : Revised


Original Current






YANKEE PLACE TO O'LEARYLANE

Termini YANKEE PLACE TO O'LEARYLANE











NEW SEGMENT, COMM ORDER85588SURF CONST LOCAL FUNDS 2009SIGNAL @PROMENADE 2015

Comments NEW SEGMENT, COMM ORDER85588SURF CONST LOCAL FUNDS 2009SIGNAL @PROMENADE 2015


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.28 * 4095063.8 / 60 * 25 *1.15

$549,421


0.28 * 4488 * 50.46 / 15 * 25 $105,683


0.28 * 646986.37 / 60 * 25 $75,482


$70,313 + $549,421 +$105,683 + $75,482

$800,899



Status : Revised


Original Current






O'LEARY LANE TO CSAH43/LEXINGTON AVE

Termini O'LEARY LANE TO CSAH43/LEXINGTON AVE











NEW SEGMENT, COMM ORDER85588SURF CONST LOCAL FUNDS 2009

Comments NEW SEGMENT, COMM ORDER85588SURF CONST LOCAL FUNDS 2009


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.19 * 4095063.8 / 60 * 25 *1.15

$372,821


0.19 * 4488 * 50.46 / 15 * 25 $71,714


0.19 * 646986.37 / 60 * 25 $51,220


$35,156 + $372,821 +$71,714 + $51,220

$530,911



Status : Revised


Original Current






CSAH 43/LEXINGTON TOWESCOTT HILLS DR

Termini CSAH 43/LEXINGTON TOWESCOTT HILLS DR











2015 SAP 019-628-005 OVERLAYNEW SEGMENT, COMM ORDER85588

Comments 2015 SAP 019-628-005 OVERLAYNEW SEGMENT, COMM ORDER85588


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 3349465.01 / 60 * 25 *1.15

$802,476


0.5 * 3696 * 50.46 / 15 * 25 $155,417


0.5 * 745334.36 / 60 * 25 $155,278


$35,156 + $802,476 +$155,417 + $155,278

$1,148,327



Status : Revised


Original Current






WESCOTT HILLS DR TO TH 149 Termini WESCOTT HILLS DR TO TH 149











2015 SAP 019-628-005 OVERLAYNEW SEGMENT, COMM ORDER85588, COMBINED SEGMENTS 19-628-100 WITH 19-628-110(DELETED) FOR 2004

Comments 2015 SAP 019-628-005 OVERLAYNEW SEGMENT, COMM ORDER85588, COMBINED SEGMENTS 19-628-100 WITH 19-628-110(DELETED) FOR 2004


Segment Override


Status: Original

Original Current


380446D USDOT Number 380446D


1 Mainline Tracks 1






X-ING SCALED OFF GIS Comments X-ING SCALED OFF GIS



Computation Result


1 * 56250 / 40 * 25 $35,156


0.99 * 3349465.01 / 60 * 25* 1.15

$1,588,902


0.99 * 3696 * 50.46 / 15 * 25 $307,725


0.99 * 745334.36 / 60 * 25 $307,450


275000 / 25 * 25 $275,000


140 * 1350 / 25 * 25 $189,000


$35,156 + $1,588,902 +$307,725 + $307,450 +$275,000 + $189,000

$2,703,233



Status : Revised


Original Current






TH 149 TO EAGAN/INVER GROVEHEIGHTS BORDER

Termini TH 149 TO EAGAN/INVER GROVEHEIGHTS BORDER











2015 CO#95204 FROM 2012 SBMILEAGE REQ. ALSO MSASREVOKED BY CO#95205

Comments 2015 CO#95204 FROM 2012 SBMILEAGE REQ. ALSO MSASREVOKED BY CO#95205


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 2720279.15 / 60 * 25 *1.15

$651,734


0.5 * 2904 * 50.46 / 15 * 25 $122,113


0.5 * 386793.3 / 60 * 25 $80,582


$35,156 + $651,734 +$122,113 + $80,582

$889,585



Status : Revised


Original Current






EAGAN/INVER GROVE HEIGHTSBORDER TO TH 55

Termini EAGAN/INVER GROVE HEIGHTSBORDER TO TH 55











2015 CO#95204 FROM 2012 SBMILEAGE REQ. ALSO MSASREVOKED BY CO#95206

Comments 2015 CO#95204 FROM 2012 SBMILEAGE REQ. ALSO MSASREVOKED BY CO#95206


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.45 * 3349465.01 / 60 * 25* 1.15

$722,228


0.45 * 3696 * 50.46 / 15 * 25 $139,875


0.45 * 745334.36 / 60 * 25 $139,750


$35,156 + $722,228 +$139,875 + $139,750

$1,037,009



Status : New


Original Current






TH 55 TO AMANA TRAIL Termini TH 55 TO AMANA TRAIL











Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.07 * 2720279.15 / 60 * 25* 1.15

$91,243


0.07 * 2904 * 50.46 / 15 * 25 $17,096


0.07 * 386793.3 / 60 * 25 $11,281


$35,156 + $91,243 +$17,096 + $11,281

$154,776



Status : New


Original Current






ARGENTA TRAIL TO ALVERNOAVE

Termini ARGENTA TRAIL TO ALVERNOAVE

3000 Present AADT 1

Year of Count 2014









Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 2720279.15 / 60 * 25 *1.15

$391,040


0.3 * 2904 * 50.46 / 15 * 25 $73,268


0.3 * 386793.3 / 60 * 25 $48,349


$0 + $391,040 + $73,268 +$48,349

$512,657



Status : New


Original Current






ALVERNO AVE TO TH 3 Termini ALVERNO AVE TO TH 3

3000 Present AADT 1

Year of Count 2014









Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.48 * 2720279.15 / 60 * 25* 1.15

$625,664


0.48 * 2904 * 50.46 / 15 * 25 $117,229


0.48 * 386793.3 / 60 * 25 $77,359


$0 + $625,664 + $117,229+ $77,359

$820,252



Status : Revised


Original Current






TH 3 TO CSAH 73(BABCOCK TR) Termini TH 3 TO CSAH 73(BABCOCK TR)











2015(2016) CO#85308 FROM TH 3TO CSAH 732012 SB MILEAGE REQ

Comments 2015(2016) CO#85308 FROM TH 3TO CSAH 732012 SB MILEAGE REQ


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.01 * 1338847.76 / 60 * 25* 1.1

$619,775


1.01 * 2376 * 50.46 / 20 * 25 $151,365


1.01 * 26957.9 / 60 * 25 $11,345


$0 + $619,775 + $151,365+ $11,345

$782,485



Status : Revised


Original Current






CSAH 73(BABCOCK TR TO WRAMP TH 952

Termini CSAH 73(BABCOCK TR TO WRAMP TH 952










NEW SEGMENT, COMMORDER91416, LEFT A GAPBETWEEN TH 149 SEGMENT &START OF THIS SEGMENT.TRAFFIC VOLS FROM 2009 STATEMAP.SIGNAL LEGS=32 ON 28 & 1 ON 73

Comments NEW SEGMENT, COMMORDER91416, LEFT A GAPBETWEEN TH 149 SEGMENT &START OF THIS SEGMENT.TRAFFIC VOLS FROM 2009 STATEMAP.SIGNAL LEGS=32 ON 28 & 1 ON 73


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.34 * 2720279.15 / 60 * 25* 1.15

$443,179


0.34 * 2904 * 50.46 / 15 * 25 $83,037


0.34 * 386793.3 / 60 * 25 $54,796


$105,469 + $443,179 +$83,037 + $54,796

$686,481



Status : Revised


Original Current






EAST RAMP TH 952 TO CAHILLAVE

Termini EAST RAMP TH 952 TO CAHILLAVE










NEW SEGMENT, COMM ORDER91416 TRAFFIC VOLS FROM 2009STATE MAP. 739' ON EAST ENDWERE WIDENED WITH STATE AID$ IN 2000, 178-105-07 TIED TO 178-112-03 .

Comments NEW SEGMENT, COMM ORDER91416 TRAFFIC VOLS FROM 2009STATE MAP. 739' ON EAST ENDWERE WIDENED WITH STATE AID$ IN 2000, 178-105-07 TIED TO 178-112-03 .


Segment Override



Computation Result


5 * 56250 / 40 * 25 $175,781


0.6 * 3349465.01 / 60 * 25 *1.15

$962,971


0.6 * 3696 * 50.46 / 15 * 25 $186,500


0.6 * 745334.36 / 60 * 25 $186,334


$175,781 + $962,971 +$186,500 + $186,334

$1,511,586



Status : Revised


Original Current






CAHILL AVE TO CSAH56/CONCORD BLVD

Termini CAHILL AVE TO CSAH56/CONCORD BLVD










NEW SEGMENT, COMM ORDER91416 TRAFFIC VOLS FROM 2009STATE MAP. 950' ON WEST ENDWERE WIDENED WITH STATE AID$ IN 2000, 178-105-07 TIED TO 178-112-03 .

Comments NEW SEGMENT, COMM ORDER91416 TRAFFIC VOLS FROM 2009STATE MAP. 950' ON WEST ENDWERE WIDENED WITH STATE AID$ IN 2000, 178-105-07 TIED TO 178-112-03 .


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


1.04 * 2720279.15 / 60 * 25* 1.15

$1,355,606


1.04 * 2904 * 50.46 / 15 * 25 $253,995


1.04 * 386793.3 / 60 * 25 $167,610


$35,156 + $1,355,606 +$253,995 + $167,610

$1,812,367



Status : Revised


Original Current






TH 13 TO 0.12 MILE EAST OF TH 13 Termini TH 13 TO 0.12 MILE EAST OF TH 13











2013 SAP 019-630-013 M&OL PEDC&G

NEW SEGMENT, COMM ORDER85588SURFACE RECONSTRUCTEDWITH LOCAL FUNDS - 1998

Comments 2013 SAP 019-630-013 M&OL PEDC&G



Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.12 * 2720279.15 / 60 * 25* 1.15

$156,416


0.12 * 2904 * 50.46 / 15 * 25 $29,307


0.12 * 386793.3 / 60 * 25 $19,340


$35,156 + $156,416 +$29,307 + $19,340

$240,219



Status : Revised


Original Current






0.12 MI E OF TH 13 TO W RAMP TH77

Termini 0.12 MI E OF TH 13 TO W RAMP TH77











2013 SAP 019-630-013 M&OL PEDC&G





Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.21 * 2720279.15 / 60 * 25* 1.15

$273,728


0.21 * 2904 * 50.46 / 15 * 25 $51,288


0.21 * 386793.3 / 60 * 25 $33,844


$70,313 + $273,728 +$51,288 + $33,844

$429,173



Status : Revised


Original Current






E RAMP TH 77 TO NICHOLS ROAD Termini E RAMP TH 77 TO NICHOLS ROAD











2013 SAP 019-630-013 M&OL PEDC&G

NEW SEGMENT, COMM ORDER85588SURFACE RECONSTRUCTEDWITH LOCAL FUNDS - 1998,


NEW SEGMENT, COMM ORDER85588SURFACE RECONSTRUCTEDWITH LOCAL FUNDS - 1998,


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.21 * 3349465.01 / 60 * 25* 1.15

$337,040


0.21 * 3696 * 50.46 / 15 * 25 $65,275


0.21 * 745334.36 / 60 * 25 $65,217


$105,469 + $337,040 +$65,275 + $65,217

$573,001



Status : Revised


Original Current






NICOLS RD TO 0.1 MI W OF RAHNRD

Termini NICOLS RD TO 0.1 MI W OF RAHNRD










2013 SAP 019-630-013 M&OL PEDC&G

SEGMENT SHORTENED DUE TOCP 30-09 CONST 2009


SEGMENT SHORTENED DUE TOCP 30-09 CONST 2009


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.4 * 3349465.01 / 60 * 25 *1.15

$641,981


0.4 * 3696 * 50.46 / 15 * 25 $124,333


0.4 * 745334.36 / 60 * 25 $124,222


$35,156 + $641,981 +$124,333 + $124,222

$925,692



Status : Revised


Original Current






0.1 MILE W OF RAHN RD TO 0.1MILE E OF RAHN RD

Termini 0.1 MILE W OF RAHN RD TO 0.1MILE E OF RAHN RD










2013 SAP 019-630-013 M&OL PEDC&G

SEGMENT ADDED TO REFLECTCP 30-09 ROUNABOUT CONST ATRAHN RD


SEGMENT ADDED TO REFLECTCP 30-09 ROUNABOUT CONST ATRAHN RD


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 3349465.01 / 60 * 25 *1.15

$320,990


0.2 * 3696 * 50.46 / 15 * 25 $62,167


0.2 * 745334.36 / 60 * 25 $62,111


$0 + $320,990 + $62,167 +$62,111

$445,268



Status : Revised


Original Current






0.1 MILE E OF RAHN RD TOBLACKHAWK

Termini 0.1 MILE E OF RAHN RD TOBLACKHAWK










2013 SAP 019-630-013 M&OL PEDC&G

SEGMENT SHORTENED DUE TOCP 30-09 ROUNDABOUT CONSTAT RAHN RDSAP 19-630-08 ADDED 10' BITTRAIL N SIDE OF CSAH 30


SEGMENT SHORTENED DUE TOCP 30-09 ROUNDABOUT CONSTAT RAHN RDSAP 19-630-08 ADDED 10' BITTRAIL N SIDE OF CSAH 30


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.4 * 3349465.01 / 60 * 25 *1.15

$641,981


0.4 * 3696 * 50.46 / 15 * 25 $124,333


0.4 * 745334.36 / 60 * 25 $124,222


$35,156 + $641,981 +$124,333 + $124,222

$925,692



Status : Revised


Original Current






BLACKHAWK RD TO FAI 35E Termini BLACKHAWK RD TO FAI 35E










2013 SAP 019-630-013 M&OL PEDC&G





Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.5 * 3349465.01 / 60 * 25 *1.15

$802,476


0.5 * 3696 * 50.46 / 15 * 25 $155,417


0.5 * 745334.36 / 60 * 25 $155,278


$105,469 + $802,476 +$155,417 + $155,278

$1,218,640



Status : Revised


Original Current






FAI 35 E TO .41 MI W OF CSAH 31 Termini FAI 35 E TO .41 MI W OF CSAH 31










2013 SAP 019-630-013 M&OL PEDC&G



Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.59 * 4095063.8 / 60 * 25 *1.15

$1,157,709


0.59 * 4488 * 50.46 / 15 * 25 $222,690


0.59 * 646986.37 / 60 * 25 $159,051


$140,625 + $1,157,709 +$222,690 + $159,051

$1,680,075



Status : Revised


Original Current






.41 MI WEST TO CSAH 31 Termini .41 MI WEST TO CSAH 31










SURF CONST LOCAL FUNDS 2009 Comments SURF CONST LOCAL FUNDS 2009


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.41 * 4095063.8 / 60 * 25 *1.15

$804,509


0.41 * 4488 * 50.46 / 15 * 25 $154,751


0.41 * 646986.37 / 60 * 25 $110,527


$35,156 + $804,509 +$154,751 + $110,527

$1,104,943



Status : Revised


Original Current






CSAH 31 TO 0.50 MI EAST Termini CSAH 31 TO 0.50 MI EAST












Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 3349465.01 / 60 * 25 *1.15

$802,476


0.5 * 3696 * 50.46 / 15 * 25 $155,417


0.5 * 745334.36 / 60 * 25 $155,278


$35,156 + $802,476 +$155,417 + $155,278

$1,148,327



Status : Revised


Original Current






0.50 MI E OF CSAH 31 TO 0.61 MI EOF CSAH 31

Termini 0.50 MI E OF CSAH 31 TO 0.61 MI EOF CSAH 31












Segment Override


Original Current


3.72 Milepoint 3.72


PED WALKWAY Feature Crossed PED WALKWAY



16 Culvert Width 16









Computation Result


0 * 56250 / 40 * 25 $0


0.11 * 3349465.01 / 60 * 25* 1.15

$176,545


0.11 * 3696 * 50.46 / 15 * 25 $34,192


0.11 * 745334.36 / 60 * 25 $34,161


112 * 160 * 15.47 / 100 * 25* 1.15

$79,701


$0 + $176,545 + $34,192 +$34,161 + $79,701

$324,599



Status : Revised


Original Current






0.61 MI E OF CSAH 31 TO 0.84 MI EOF CSAH 31

Termini 0.61 MI E OF CSAH 31 TO 0.84 MI EOF CSAH 31












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 3349465.01 / 60 * 25* 1.15

$369,139


0.23 * 3696 * 50.46 / 15 * 25 $71,492


0.23 * 745334.36 / 60 * 25 $71,428


$0 + $369,139 + $71,492 +$71,428

$512,059



Status : Revised


Original Current






0.84 MI E OF CSAH 31 TO 0.03 EOF BRADDOCK TRAIL

Termini 0.84 MI E OF CSAH 31 TO 0.03 EOF BRADDOCK TRAIL










PARTIAL SURF CONST CSAH 43TO E BRADDOCK TR. SAP 19-630-11. 2010

Comments PARTIAL SURF CONST CSAH 43TO E BRADDOCK TR. SAP 19-630-11. 2010


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.95 * 3349465.01 / 60 * 25* 1.15

$1,524,704


0.95 * 3696 * 50.46 / 15 * 25 $295,292


0.95 * 745334.36 / 60 * 25 $295,028


$140,625 + $1,524,704 +$295,292 + $295,028

$2,255,649



Status : Revised


Original Current






0.03 MI E OF BRADDOCK TO TH 3 Termini 0.03 MI E OF BRADDOCK TO TH 3










SURF CONST SAP 19-630-11, 2010 Comments SURF CONST SAP 19-630-11, 2010


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


1.21 * 2720279.15 / 60 * 25* 1.15

$1,577,195


1.21 * 2904 * 50.46 / 15 * 25 $295,514


1.21 * 386793.3 / 60 * 25 $195,008


$35,156 + $1,577,195 +$295,514 + $195,008

$2,102,873



Status : Revised


Original Current

FARMINGTON Municipality FARMINGTON





CSAH 74 TO CSAH 50 Termini CSAH 74 TO CSAH 50










2015 SAP 019-631-041 OVERLAY2007 SURF CONST W/LOCALFUNDS

Comments 2015 SAP 019-631-041 OVERLAY2007 SURF CONST W/LOCALFUNDS


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.75 * 1338847.76 / 60 * 25* 1.1

$460,229


0.75 * 2376 * 50.46 / 20 * 25 $112,400


0.75 * 26957.9 / 60 * 25 $8,424


$35,156 + $460,229 +$112,400 + $8,424

$616,209



Status : Revised


Original Current






CSAH 50 TO 209TH STREET WEST Termini CSAH 50 TO 209TH STREET WEST










2016 SAP 019-631-047 OVERLAY Comments 2016 SAP 019-631-047 OVERLAY


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.34 * 2720279.15 / 60 * 25* 1.15

$443,179


0.34 * 2904 * 50.46 / 15 * 25 $83,037


0.34 * 386793.3 / 60 * 25 $54,796


$35,156 + $443,179 +$83,037 + $54,796

$616,168



Status : Revised


Original Current






209TH STREET WEST TO CR 64 Termini 209TH STREET WEST TO CR 64












Segment Override


Original Current


3.84 Milepoint 3.84


MIDDLE CREEK Feature Crossed MIDDLE CREEK



Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.41 * 1338847.76 / 60 * 25* 1.1

$865,230


1.41 * 2376 * 50.46 / 20 * 25 $211,311


1.41 * 26957.9 / 60 * 25 $15,838


86 * 231.99971865 * 15.47 /100 * 25 * 1.15

$88,739


$0 + $865,230 + $211,311+ $15,838 + $88,739

$1,181,118



Status : Revised


Original Current






CR 64/CSAH 64 TO 190TH STREET Termini CR 64/CSAH 64 TO 190TH STREET










SAP 019-631-042 TIED TO SAP 019-664-001

Comments SAP 019-631-042 TIED TO SAP 019-664-001


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 3349465.01 / 60 * 25 *1.15

$802,476


0.5 * 3696 * 50.46 / 15 * 25 $155,417


0.5 * 745334.36 / 60 * 25 $155,278


$0 + $802,476 + $155,417+ $155,278

$1,113,171



Status : Revised


Original Current


1 Segment Length 1




190TH ST W TO N LIMFARMINGTON

Termini 190TH ST W TO N LIMFARMINGTON










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


1 * 4095063.8 / 60 * 25 *1.15

$1,962,218


1 * 4488 * 50.46 / 15 * 25 $377,441


1 * 646986.37 / 60 * 25 $269,578


$70,313 + $1,962,218 +$377,441 + $269,578

$2,679,550



Status : Revised


Original Current


1 Segment Length 1




N LIM FARMINGTON TO 170TH ST Termini N LIM FARMINGTON TO 170TH ST










Comments


Segment Override


Original Current




NORTH CREEK Feature Crossed NORTH CREEK



10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


1 * 56250 / 40 * 25 $35,156


1 * 4095063.8 / 60 * 25 *1.15

$1,962,218


1 * 4488 * 50.46 / 15 * 25 $377,441


1 * 646986.37 / 60 * 25 $269,578


152 * 173.99951989 * 15.47/ 100 * 25 * 1.15

$117,630


$35,156 + $1,962,218 +$377,441 + $269,578 +$117,630

$2,762,023



Status : Revised


Original Current


1 Segment Length 1




170TH ST TO CSAH 46/160TH, N.LIM LAKEVILLE

Termini 170TH ST TO CSAH 46/160TH, N.LIM LAKEVILLE










Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


1 * 4095063.8 / 60 * 25 *1.15

$1,962,218


1 * 4488 * 50.46 / 15 * 25 $377,441


1 * 646986.37 / 60 * 25 $269,578


$140,625 + $1,962,218 +$377,441 + $269,578

$2,749,862



Status : Revised


Original Current


1 Segment Length 1




CSAH 46/160TH TO CSAH 42 Termini CSAH 46/160TH TO CSAH 42










SAP 19-631-031PEDESTRIAN TUNNEL ADDED TOSTRUCTURE DATA 2005

Comments SAP 19-631-031PEDESTRIAN TUNNEL ADDED TOSTRUCTURE DATA 2005


Segment Override


Original Current




PED TRAIL Feature Crossed PED TRAIL



12 Culvert Width 12









Computation Result


4 * 56250 / 40 * 25 $140,625


1 * 4095063.8 / 60 * 25 *1.15

$1,962,218


1 * 4488 * 50.46 / 15 * 25 $377,441


1 * 646986.37 / 60 * 25 $269,578


217 * 120 * 15.47 / 100 * 25* 1.15

$115,816


$140,625 + $1,962,218 +$377,441 + $269,578 +$115,816

$2,865,678



Status : Revised


Original Current


1 Segment Length 1




CSAH 42 TO 140TH STREET Termini CSAH 42 TO 140TH STREET










Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


1 * 3349465.01 / 60 * 25 *1.15

$1,604,952


1 * 3696 * 50.46 / 15 * 25 $310,834


1 * 745334.36 / 60 * 25 $310,556


$140,625 + $1,604,952 +$310,834 + $310,556

$2,366,967



Status : Revised


Original Current






140TH STREET TO ELLICE TRAIL Termini 140TH STREET TO ELLICE TRAIL










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.41 * 3349465.01 / 60 * 25* 1.15

$658,030


0.41 * 3696 * 50.46 / 15 * 25 $127,442


0.41 * 745334.36 / 60 * 25 $127,328


$35,156 + $658,030 +$127,442 + $127,328

$947,956



Status : Revised


Original Current






ELLICE TRAIL TO 0.67 MI NORTH Termini ELLICE TRAIL TO 0.67 MI NORTH










Comments


Segment Override


Original Current


0 Milepoint 0


PED WALKWAY Feature Crossed PED WALKWAY



10 Culvert Width 10

8 Culvert Height 8








Computation Result


0 * 56250 / 40 * 25 $0


0.67 * 3349465.01 / 60 * 25* 1.15

$1,075,318


0.67 * 3696 * 50.46 / 15 * 25 $208,259


0.67 * 745334.36 / 60 * 25 $208,073


73 * 80 * 15.47 / 100 * 25 *1.15

$25,974


$0 + $1,075,318 + $208,259+ $208,073 + $25,974

$1,517,624



Status : Revised


Original Current






0.67 MI. N. OF ELLICE TRAIL TOCSAH 33/DIAMOND PATH

Termini 0.67 MI. N. OF ELLICE TRAIL TOCSAH 33/DIAMOND PATH










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.12 * 3349465.01 / 60 * 25* 1.15

$192,594


0.12 * 3696 * 50.46 / 15 * 25 $37,300


0.12 * 745334.36 / 60 * 25 $37,267


$35,156 + $192,594 +$37,300 + $37,267

$302,317



Status : Revised


Original Current






CSAH 33 TO N LIM APPLE VALLEY Termini CSAH 33 TO N LIM APPLE VALLEY











Comments SURFACE CONST W/LOCALFUNDS 2008


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.72 * 4095063.8 / 60 * 25 *1.15

$1,412,797


0.72 * 4488 * 50.46 / 15 * 25 $271,757


0.72 * 646986.37 / 60 * 25 $194,096


$105,469 + $1,412,797 +$271,757 + $194,096

$1,984,119



Status : Revised


Original Current






N LIM APPLEY VALLEY TO 0.40 MISO OF CSAH 32

Termini N LIM APPLEY VALLEY TO 0.40 MISO OF CSAH 32













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 4095063.8 / 60 * 25 *1.15

$1,177,331


0.6 * 4488 * 50.46 / 15 * 25 $226,464


0.6 * 646986.37 / 60 * 25 $161,747


$0 + $1,177,331 + $226,464+ $161,747

$1,565,542



Status : Revised


Original Current






0.40 MI SO OF CSAH 32 TO SORAMPS OF FAI 35E

Termini 0.40 MI SO OF CSAH 32 TO SORAMPS OF FAI 35E










2007 PORTION SURF CONSTW/LOCAL FUNDS (CH 32 TO I-35E)PORTION OF SURF CONSTW/LOCAL FUNDS 2008 (0.4 MI SCH 32 TO CH 32)

Comments 2007 PORTION SURF CONSTW/LOCAL FUNDS (CH 32 TO I-35E)PORTION OF SURF CONSTW/LOCAL FUNDS 2008 (0.4 MI SCH 32 TO CH 32)


Segment Override


Original Current




PARK TRAIL Feature Crossed PARK TRAIL

Type of Service

Number of Spans

51 Bridge Length 51

92 Bridge Width 92


Comments




Computation Result


12 * 56250 / 40 * 25 $421,875


3.08 * 4095063.8 / 60 * 25 *1.15

$6,043,632


3.08 * 4488 * 50.46 / 15 * 25 $1,162,518


3.08 * 646986.37 / 60 * 25 $830,299


51 * 92 * 152 / 80 * 25 *1.15

$256,301


$421,875 + $6,043,632 +$1,162,518 + $830,299 +$256,301

$8,714,625



Status : Revised


Original Current






SO RAMPS OF FAI 35E TO CSAH28

Termini SO RAMPS OF FAI 35E TO CSAH28













Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.34 * 4095063.8 / 60 * 25 *1.15

$667,154


0.34 * 4488 * 50.46 / 15 * 25 $128,330


0.34 * 646986.37 / 60 * 25 $91,656


$105,469 + $667,154 +$128,330 + $91,656

$992,609



Status : Revised


Original Current


1 Segment Length 1














2016 CP31-76, SP019-631-043PROJECT SEGMENT FROM CSAH28 TO NORTHLAND DR IS DIVIDED

Comments 2016 CP31-76, SP019-631-043PROJECT SEGMENT FROM CSAH28 TO NORTHLAND DR IS DIVIDED


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


1 * 3349465.01 / 60 * 25 *1.15

$1,604,952


1 * 3696 * 50.46 / 15 * 25 $310,834


1 * 745334.36 / 60 * 25 $310,556


$140,625 + $1,604,952 +$310,834 + $310,556

$2,366,967



Status : Revised


Original Current


1 Segment Length 1




CSAH 26 TO I-494 Termini CSAH 26 TO I-494













Segment Override



Computation Result


5 * 56250 / 40 * 25 $175,781


1 * 3349465.01 / 60 * 25 *1.15

$1,604,952


1 * 3696 * 50.46 / 15 * 25 $310,834


1 * 745334.36 / 60 * 25 $310,556


$175,781 + $1,604,952 +$310,834 + $310,556

$2,402,123



Status : Revised


Original Current






FAI 494 TO NORTHLAND DRIVE Termini FAI 494 TO NORTHLAND DRIVE













Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.15 * 3349465.01 / 60 * 25* 1.15

$240,743


0.15 * 3696 * 50.46 / 15 * 25 $46,625


0.15 * 745334.36 / 60 * 25 $46,583


$70,313 + $240,743 +$46,625 + $46,583

$404,264



Status : Revised


Original Current






NORTHLAND DRIVE TOENTERPRISE DRIVE

Termini NORTHLAND DRIVE TOENTERPRISE DRIVE













Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.3 * 3349465.01 / 60 * 25 *1.15

$481,486


0.3 * 3696 * 50.46 / 15 * 25 $93,250


0.3 * 745334.36 / 60 * 25 $93,167


$70,313 + $481,486 +$93,250 + $93,167

$738,216



Status : Revised


Original Current






ENTERPRISE DRIVE TO TH 13 Termini ENTERPRISE DRIVE TO TH 13










COMBINED SEGMENTS 19-631-090(DELETED) & 19-631-091 FOR 2004SURFACE CONST W/ LOCALFUNDS 2008

Comments COMBINED SEGMENTS 19-631-090(DELETED) & 19-631-091 FOR 2004SURFACE CONST W/ LOCALFUNDS 2008


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.28 * 2720279.15 / 60 * 25* 1.15

$364,971


0.28 * 2904 * 50.46 / 15 * 25 $68,383


0.28 * 386793.3 / 60 * 25 $45,126


$35,156 + $364,971 +$68,383 + $45,126

$513,636



Status : Revised


Original Current






CSAH 5 TO E FRONTAGE ROAD Termini CSAH 5 TO E FRONTAGE ROAD










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.24 * 3349465.01 / 60 * 25* 1.15

$385,188


0.24 * 3696 * 50.46 / 15 * 25 $74,600


0.24 * 745334.36 / 60 * 25 $74,533


$0 + $385,188 + $74,600 +$74,533

$534,321



Status : Revised


Original Current






FAI 35W E TO RR TRACKS Termini FAI 35W E TO RR TRACKS










Comments


Segment Override


Status: Original

Original Current

UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD

185303V USDOT Number 185303V


1 Mainline Tracks 1






Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 3349465.01 / 60 * 25 *1.15

$160,495


0.1 * 3696 * 50.46 / 15 * 25 $31,083


0.1 * 745334.36 / 60 * 25 $31,056


325000 / 25 * 25 $325,000


120 * 1350 / 25 * 25 $162,000


$0 + $160,495 + $31,083 +$31,056 + $325,000 +$162,000

$709,634



Status : Revised


Original Current






RR TRACKS TO 0.08 MI. E. OFRIVER RIDGE BLVD

Termini RR TRACKS TO 0.08 MI. E. OFRIVER RIDGE BLVD










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 3349465.01 / 60 * 25 *1.15

$320,990


0.2 * 3696 * 50.46 / 15 * 25 $62,167


0.2 * 745334.36 / 60 * 25 $62,111


$0 + $320,990 + $62,167 +$62,111

$445,268



Status : Revised


Original Current






0.08 M E OF RIVER RIDGE BLVDTO PORTLAND AVE

Termini 0.08 M E OF RIVER RIDGE BLVDTO PORTLAND AVE










2014 SP 019-632-028 RECONST

COMBINED SEGEMENTS 19-632-023 (DELETED) WITH 19-632-030FOR 2004SURF CONST LOCAL FUNDS 2009

Comments 2014 SP 019-632-028 RECONST

COMBINED SEGEMENTS 19-632-023 (DELETED) WITH 19-632-030FOR 2004SURF CONST LOCAL FUNDS 2009


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.05 * 3349465.01 / 60 * 25* 1.15

$1,685,200


1.05 * 3696 * 50.46 / 15 * 25 $326,375


1.05 * 745334.36 / 60 * 25 $326,084


$0 + $1,685,200 + $326,375+ $326,084

$2,337,659



Status : Revised


Original Current






PORTLAND AVE. TO 0.58 MILESWEST OF TH 13

Termini PORTLAND AVE. TO 0.58 MILESWEST OF TH 13












Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.48 * 3349465.01 / 60 * 25* 1.15

$770,377


0.48 * 3696 * 50.46 / 15 * 25 $149,200


0.48 * 745334.36 / 60 * 25 $149,067


$70,313 + $770,377 +$149,200 + $149,067

$1,138,957



Status : Revised


Original Current






0.58 MILES WEST OF TH 13 TO TH13

Termini 0.58 MILES WEST OF TH 13 TO TH13










2014 SAP 019-632-036 M&OL,RECONDITION

CHANGED PROPOSEDROAD/SURFACE WIDTH TO 80' TOSTAY WITHIN DESIGN CHARTMAX. SL 2/29/08

Comments 2014 SAP 019-632-036 M&OL,RECONDITION

CHANGED PROPOSEDROAD/SURFACE WIDTH TO 80' TOSTAY WITHIN DESIGN CHARTMAX. SL 2/29/08


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.58 * 3349465.01 / 60 * 25* 1.15

$930,872


0.58 * 3696 * 50.46 / 15 * 25 $180,283


0.58 * 745334.36 / 60 * 25 $180,122


$105,469 + $930,872 +$180,283 + $180,122

$1,396,746



Status : Revised


Original Current






TH 13 TO 0.20 MI WEST OF W LIMOF EAGAN

Termini TH 13 TO 0.20 MI WEST OF W LIMOF EAGAN















Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.45 * 4095063.8 / 60 * 25 *1.15

$882,998


0.45 * 4488 * 50.46 / 15 * 25 $169,848


0.45 * 646986.37 / 60 * 25 $121,310


$105,469 + $882,998 +$169,848 + $121,310

$1,279,625



Status : Revised


Original Current






0.20 MILE WEST TO W LIM OFEAGAN

Termini 0.20 MILE WEST TO W LIM OFEAGAN















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 4095063.8 / 60 * 25 *1.15

$392,444


0.2 * 4488 * 50.46 / 15 * 25 $75,488


0.2 * 646986.37 / 60 * 25 $53,916


$0 + $392,444 + $75,488 +$53,916

$521,848



Status : Revised


Original Current






W LIMS EAGAN TO 0.07 MI E Termini W LIMS EAGAN TO 0.07 MI E















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 4095063.8 / 60 * 25 *1.15

$137,355


0.07 * 4488 * 50.46 / 15 * 25 $26,421


0.07 * 646986.37 / 60 * 25 $18,870


$0 + $137,355 + $26,421 +$18,870

$182,646



Status : Revised


Original Current






0.07 MI EAST OF W LIM OF EAGANTO NICOLS RD

Termini 0.07 MI EAST OF W LIM OF EAGANTO NICOLS RD













Segment Override



Computation Result


7 * 56250 / 40 * 25 $246,094


0.43 * 1793217.38 / 60 * 25* 1.1

$353,413


0.43 * 3564 * 50.46 / 20 * 25 $96,664


0.43 * 210788.35 / 60 * 25 $37,766


$246,094 + $353,413 +$96,664 + $37,766

$733,937



Status : Revised


Original Current






NICOLS ROAD TO 0.64 MILESEAST

Termini NICOLS ROAD TO 0.64 MILESEAST










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.64 * 4095063.8 / 60 * 25 *1.15

$1,255,820


0.64 * 4488 * 50.46 / 15 * 25 $241,562


0.64 * 646986.37 / 60 * 25 $172,530


$105,469 + $1,255,820 +$241,562 + $172,530

$1,775,381



Status : Revised


Original Current






0.64 MILES EAST OF NICOLS RDTO 35E

Termini 0.64 MILES EAST OF NICOLS RDTO 35E










SURF CONST SAP 19-632-27,2010(INCL LT & RT TURN LANES, SIGREV)

Comments SURF CONST SAP 19-632-27,2010(INCL LT & RT TURN LANES, SIGREV)


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.16 * 4095063.8 / 60 * 25 *1.15

$313,955


0.16 * 4488 * 50.46 / 15 * 25 $60,391


0.16 * 646986.37 / 60 * 25 $43,132


$70,313 + $313,955 +$60,391 + $43,132

$487,791



Status : Revised


Original Current






35E TO BLACKHAWK RD/GALAXIEAVE

Termini 35E TO BLACKHAWK RD/GALAXIEAVE










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.2 * 4095063.8 / 60 * 25 *1.15

$392,444


0.2 * 4488 * 50.46 / 15 * 25 $75,488


0.2 * 646986.37 / 60 * 25 $53,916


$105,469 + $392,444 +$75,488 + $53,916

$627,317



Status : Revised


Original Current






BLACKHAWK/GALAXIE TO 0.18MILES EAST OF LENORE LANE

Termini BLACKHAWK/GALAXIE TO 0.18MILES EAST OF LENORE LANE













Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.34 * 4095063.8 / 60 * 25 *1.15

$667,154


0.34 * 4488 * 50.46 / 15 * 25 $128,330


0.34 * 646986.37 / 60 * 25 $91,656


$35,156 + $667,154 +$128,330 + $91,656

$922,296



Status : Revised


Original Current






0.18 MI E OF LENORE LANE TO0.10 MI E OF JOHNNY CAKE ROAD

Termini 0.18 MI E OF LENORE LANE TO0.10 MI E OF JOHNNY CAKE ROAD













Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.25 * 4095063.8 / 60 * 25 *1.15

$490,555


0.25 * 4488 * 50.46 / 15 * 25 $94,360


0.25 * 646986.37 / 60 * 25 $67,394


$70,313 + $490,555 +$94,360 + $67,394

$722,622



Status : Revised


Original Current






0.10 MI E OF JOHNNY CAKE RD TOCSAH 31/PILOT KNOB

Termini 0.10 MI E OF JOHNNY CAKE RD TOCSAH 31/PILOT KNOB










COMBINED SEGMENTS 19-632-074&075 IN 2005SURFACE CONST W/LOCALFUNDS 2008

Comments COMBINED SEGMENTS 19-632-074&075 IN 2005SURFACE CONST W/LOCALFUNDS 2008


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.91 * 3349465.01 / 60 * 25* 1.15

$1,460,506


0.91 * 3696 * 50.46 / 15 * 25 $282,859


0.91 * 745334.36 / 60 * 25 $282,606


$105,469 + $1,460,506 +$282,859 + $282,606

$2,131,440



Status : Revised


Original Current



















Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.11 * 3349465.01 / 60 * 25* 1.15

$176,545


0.11 * 3696 * 50.46 / 15 * 25 $34,192


0.11 * 745334.36 / 60 * 25 $34,161


$35,156 + $176,545 +$34,192 + $34,161

$280,054



Status : Revised


Original Current






0.11 MILE EAST OF CSAH 31 TOCHES MAR DRIVE/FAIRWAY HILLSDR

Termini 0.11 MILE EAST OF CSAH 31 TOCHES MAR DRIVE/FAIRWAY HILLSDR










CONSTRUCTED WITH STATE AIDFUNDS - 2000

CHANGED SEGMENT TOADEQUATE. THIS SEGMENTGRADED LESS THAN 10 YEARSAGO SO IS NOT ELIGIBLE FORWIDENING NEEDS. SL 2/29/08

Comments CONSTRUCTED WITH STATE AIDFUNDS - 2000

CHANGED SEGMENT TOADEQUATE. THIS SEGMENTGRADED LESS THAN 10 YEARSAGO SO IS NOT ELIGIBLE FORWIDENING NEEDS. SL 2/29/08


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 3349465.01 / 60 * 25* 1.15

$208,644


0.13 * 3696 * 50.46 / 15 * 25 $40,408


0.13 * 745334.36 / 60 * 25 $40,372


$0 + $208,644 + $40,408 +$40,372

$289,424



Status : Revised


Original Current






CHES MAR/FAIRWAY HILLS TO0.88 MILE EAST

Termini CHES MAR/FAIRWAY HILLS TO0.88 MILE EAST










YEAR OF LATEST STATE - AIDFUND EXPENDITURES - 2000

Comments YEAR OF LATEST STATE - AIDFUND EXPENDITURES - 2000


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.88 * 3349465.01 / 60 * 25* 1.15

$1,412,358


0.88 * 3696 * 50.46 / 15 * 25 $273,534


0.88 * 745334.36 / 60 * 25 $273,289


$70,313 + $1,412,358 +$273,534 + $273,289

$2,029,494



Status : Revised


Original Current






0.88 MILE EAST OFCHESMAR/FAIRWAY TO 0.20 MILEWEST OF TH 3

Termini 0.88 MILE EAST OFCHESMAR/FAIRWAY TO 0.20 MILEWEST OF TH 3













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.58 * 2720279.15 / 60 * 25* 1.15

$2,059,478


1.58 * 2904 * 50.46 / 15 * 25 $385,878


1.58 * 386793.3 / 60 * 25 $254,639


$0 + $2,059,478 + $385,878+ $254,639

$2,699,995



Status : Revised


Original Current






0.20 MILE WEST OF TH 3 TO WESTLIMITS INVER GROVE HEIGHTS

Termini 0.20 MILE WEST OF TH 3 TO WESTLIMITS INVER GROVE HEIGHTS










SURFACE CONSTRUCTED WITHLOCAL FUNDS 2003NOT ELIGIBLE FOR WIDENING TIL'05 PER 10 YEAR RULE

Comments SURFACE CONSTRUCTED WITHLOCAL FUNDS 2003NOT ELIGIBLE FOR WIDENING TIL'05 PER 10 YEAR RULE


Segment Override


Status: Original

Original Current


380434J USDOT Number 380434J


1 Mainline Tracks 1






Comments



Computation Result


2 * 56250 / 40 * 25 $70,313


0.33 * 2720279.15 / 60 * 25* 1.15

$430,144


0.33 * 2904 * 50.46 / 15 * 25 $80,595


0.33 * 386793.3 / 60 * 25 $53,184


275000 / 25 * 25 $275,000


74 * 1350 / 25 * 25 $99,900


$70,313 + $430,144 +$80,595 + $53,184 +$275,000 + $99,900

$1,009,136



Status : Revised


Original Current






W LIMS INV GRV HTS TO CSAH 71 Termini W LIMS INV GRV HTS TO CSAH 71










2014 SAP 019-632-035 M&OL





Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.8 * 1793217.38 / 60 * 25 *1.1

$1,479,404


1.8 * 3564 * 50.46 / 20 * 25 $404,639


1.8 * 210788.35 / 60 * 25 $158,091


$0 + $1,479,404 + $404,639+ $158,091

$2,042,134



Status : Revised


Original Current

ROSEMOUNT Municipality ROSEMOUNT















Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.56 * 1793217.38 / 60 * 25* 1.1

$460,259


0.56 * 3564 * 50.46 / 20 * 25 $125,888


0.56 * 210788.35 / 60 * 25 $49,184


$35,156 + $460,259 +$125,888 + $49,184

$670,487



Status : Revised


Original Current






145TH ST TO 135TH ST Termini 145TH ST TO 135TH ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.17 * 3349465.01 / 60 * 25* 1.15

$1,877,794


1.17 * 3696 * 50.46 / 15 * 25 $363,675


1.17 * 745334.36 / 60 * 25 $363,351


$0 + $1,877,794 + $363,675+ $363,351

$2,604,820



Status : Revised


Original Current






135TH ST TO CSAH 31 Termini 135TH ST TO CSAH 31










2015 SAP 019-633-007 OVERLAYSURFACE CONSTRUCTED WITHLOCAL FUNDS- 2001

Comments 2015 SAP 019-633-007 OVERLAYSURFACE CONSTRUCTED WITHLOCAL FUNDS- 2001


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.71 * 1793217.38 / 60 * 25* 1.1

$583,543


0.71 * 3564 * 50.46 / 20 * 25 $159,608


0.71 * 210788.35 / 60 * 25 $62,358


$35,156 + $583,543 +$159,608 + $62,358

$840,665



Status : Revised


Original Current






CSAH 5 TO WEST EDGE OFBRIDGE OVER 35W

Termini CSAH 5 TO WEST EDGE OFBRIDGE OVER 35W










2013 SAP 019-638-013 M&OL

SURFACE CONSTRUCTED WITHLOCAL FUNDS




Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.92 * 3349465.01 / 60 * 25* 1.15

$1,476,556


0.92 * 3696 * 50.46 / 15 * 25 $285,967


0.92 * 745334.36 / 60 * 25 $285,712


$105,469 + $1,476,556 +$285,967 + $285,712

$2,153,704



Status : Revised


Original Current






WEST EDGE OF BRIDGE OVER35W TO FAIRVIEW DR

Termini WEST EDGE OF BRIDGE OVER35W TO FAIRVIEW DR










2013 SAP 019-638-013 M&OL





Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.67 * 3349465.01 / 60 * 25* 1.15

$1,075,318


0.67 * 3696 * 50.46 / 15 * 25 $208,259


0.67 * 745334.36 / 60 * 25 $208,073


$140,625 + $1,075,318 +$208,259 + $208,073

$1,632,275



Status : Revised


Original Current






FAIRVIEW DR TO COUNTRY LANE Termini FAIRVIEW DR TO COUNTRY LANE










2013 SAP 019-638-013 M&OL





Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.47 * 3349465.01 / 60 * 25* 1.15

$754,327


0.47 * 3696 * 50.46 / 15 * 25 $146,092


0.47 * 745334.36 / 60 * 25 $145,961


$70,313 + $754,327 +$146,092 + $145,961

$1,116,693



Status : Revised


Original Current






COUNTRY LN TO W JCT CSAH 11 Termini COUNTRY LN TO W JCT CSAH 11










2013 SAP 019-638-013 M&OL





Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.3 * 3349465.01 / 60 * 25 *1.15

$481,486


0.3 * 3696 * 50.46 / 15 * 25 $93,250


0.3 * 745334.36 / 60 * 25 $93,167


$35,156 + $481,486 +$93,250 + $93,167

$703,059



Status : Revised


Original Current






W JCT CSAH 11 TO E LIMS OFBURNSVILLE

Termini W JCT CSAH 11 TO E LIMS OFBURNSVILLE










2013 SAP 019-638-013 M&OL

SURFACE CONST W/LOCALFUNDS 2002SURFACE CONST W/LOCALFUNDS 2008


SURFACE CONST W/LOCALFUNDS 2002SURFACE CONST W/LOCALFUNDS 2008


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.51 * 3349465.01 / 60 * 25* 1.15

$818,526


0.51 * 3696 * 50.46 / 15 * 25 $158,525


0.51 * 745334.36 / 60 * 25 $158,384


$70,313 + $818,526 +$158,525 + $158,384

$1,205,748



Status : Revised


Original Current






E LIMS OF BURNSVILLE TOPENNOCK AVE

Termini E LIMS OF BURNSVILLE TOPENNOCK AVE













Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


1.27 * 3349465.01 / 60 * 25* 1.15

$2,038,289


1.27 * 3696 * 50.46 / 15 * 25 $394,759


1.27 * 745334.36 / 60 * 25 $394,406


$140,625 + $2,038,289 +$394,759 + $394,406

$2,968,079



Status : Revised


Original Current






PENNOCK AVE. TO TH 77'S WESTRAMP

Termini PENNOCK AVE. TO TH 77'S WESTRAMP













Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.18 * 3349465.01 / 60 * 25* 1.15

$288,891


0.18 * 3696 * 50.46 / 15 * 25 $55,950


0.18 * 745334.36 / 60 * 25 $55,900


$35,156 + $288,891 +$55,950 + $55,900

$435,897



Status : Revised


Original Current



PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC



TH 77'S WEST RAMP TO JOHNNYCAKE RIDGE ROAD

Termini TH 77'S WEST RAMP TO JOHNNYCAKE RIDGE ROAD










2016 SAP 019-638-016 CONCDIAMOND GRINDING & CONCPAVEMENT REHAB

Comments 2016 SAP 019-638-016 CONCDIAMOND GRINDING & CONCPAVEMENT REHAB


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


1.67 * 3349465.01 / 60 * 25* 1.15

$2,680,270


1.67 * 3696 * 50.46 / 15 * 25 $519,092


1.67 * 745334.36 / 60 * 25 $518,628


$105,469 + $2,680,270 +$519,092 + $518,628

$3,823,459



Status : Revised


Original Current






JOHNNY CAKE RIDGE TO 0.55 MIE OF JOHNNY CAKE RIDGE

Termini JOHNNY CAKE RIDGE TO 0.55 MIE OF JOHNNY CAKE RIDGE













Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.55 * 3349465.01 / 60 * 25* 1.15

$882,724


0.55 * 3696 * 50.46 / 15 * 25 $170,958


0.55 * 745334.36 / 60 * 25 $170,806


$35,156 + $882,724 +$170,958 + $170,806

$1,259,644



Status : Revised


Original Current






0.55 MI E OF JOHNNY CAKERIDGE TO CSAH 31

Termini 0.55 MI E OF JOHNNY CAKERIDGE TO CSAH 31











2015 SAP 019-638-016 CONCGRIND/PAVEMENT REHAB

SURF CONST LOCAL FUNDS 2009

Comments 2015 SAP 019-638-016 CONCGRIND/PAVEMENT REHAB



Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.56 * 2720279.15 / 60 * 25* 1.15

$729,942


0.56 * 2904 * 50.46 / 15 * 25 $136,767


0.56 * 386793.3 / 60 * 25 $90,252


$35,156 + $729,942 +$136,767 + $90,252

$992,117



Status : Revised


Original Current






CSAH 31 TO APPLE VALLEY ECITY LIMITS

Termini CSAH 31 TO APPLE VALLEY ECITY LIMITS













Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 2720279.15 / 60 * 25 *1.15

$651,734


0.5 * 2904 * 50.46 / 15 * 25 $122,113


0.5 * 386793.3 / 60 * 25 $80,582


$35,156 + $651,734 +$122,113 + $80,582

$889,585



Status : Revised


Original Current






ROSEMOUNT W CITY LIMITS TOSHANNON PARKWAY

Termini ROSEMOUNT W CITY LIMITS TOSHANNON PARKWAY













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.78 * 1793217.38 / 60 * 25* 1.1

$641,075


0.78 * 3564 * 50.46 / 20 * 25 $175,343


0.78 * 210788.35 / 60 * 25 $68,506


$0 + $641,075 + $175,343+ $68,506

$884,924



Status : Revised


Original Current






SHANNON PARKWAY TO TH 3 Termini SHANNON PARKWAY TO TH 3













Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.91 * 1793217.38 / 60 * 25* 1.1

$747,921


0.91 * 3564 * 50.46 / 20 * 25 $204,567


0.91 * 210788.35 / 60 * 25 $79,924


$35,156 + $747,921 +$204,567 + $79,924

$1,067,568



Status : Revised


Original Current






WEST COUNTY LINE TO CSAH 5 Termini WEST COUNTY LINE TO CSAH 5










SURFACE CONSTRUCTED WITHLOCAL FUNDS2007 FEDERAL TEA, FEDERALEARMARK & LOCAL ROADS OFREGIONAL SIGNIFICANCE, TIEDTO SCOTT COSP 19-642-42, 2007

Comments SURFACE CONSTRUCTED WITHLOCAL FUNDS2007 FEDERAL TEA, FEDERALEARMARK & LOCAL ROADS OFREGIONAL SIGNIFICANCE, TIEDTO SCOTT COSP 19-642-42, 2007


Segment Override


Original Current


0.95 Milepoint 0.95


CP RAILROAD Feature Crossed CP RAILROAD

HWY / R.R. Type of Service HWY / R.R.

3 Number of Spans 3

186 Bridge Length 186

166 Bridge Width 166


19560 REPLACED 19511 Comments 19560 REPLACED 19511

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



Computation Result


5 * 56250 / 40 * 25 $175,781


1.26 * 4777763.62 / 60 * 25* 1

$2,508,326


1.26 * 6072 * 50.46 / 5 * 25 $1,930,277


1.26 * 47323.04 / 60 * 25 $24,845


186 * 166 * 138 / 80 * 25 *1.15

$1,531,257


$175,781 + $2,508,326 +$1,930,277 + $24,845 +$1,531,257

$6,170,486



Status : Revised


Original Current






CSAH 5 TO WEST RAMP FAI 35W Termini CSAH 5 TO WEST RAMP FAI 35W













Segment Override



Computation Result


8 * 56250 / 40 * 25 $281,250


1.1 * 4777763.62 / 60 * 25 *1

$2,189,808


1.1 * 6072 * 50.46 / 5 * 25 $1,685,162


1.1 * 47323.04 / 60 * 25 $21,690


$281,250 + $2,189,808 +$1,685,162 + $21,690

$4,177,910



Status : Revised


Original Current






WEST RAMP FAI 35W TOPORTLAND AVE

Termini WEST RAMP FAI 35W TOPORTLAND AVE










COMBINED SEGMENTS 19-642-014& 19-642-020 (DELETED) FOR 2004SURFACE CONST W/LOCALFUNDS 2006 CP 42-99

Comments COMBINED SEGMENTS 19-642-014& 19-642-020 (DELETED) FOR 2004SURFACE CONST W/LOCALFUNDS 2006 CP 42-99


Segment Override



Computation Result


12 * 56250 / 40 * 25 $421,875


0.92 * 4777763.62 / 60 * 25* 1

$1,831,476


0.92 * 6072 * 50.46 / 5 * 25 $1,409,408


0.92 * 47323.04 / 60 * 25 $18,140


$421,875 + $1,831,476 +$1,409,408 + $18,140

$3,680,899



Status : Revised


Original Current






PORTLAND AVE TO CSAH 11/LACLAVON

Termini PORTLAND AVE TO CSAH 11/LACLAVON













Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.45 * 1793217.38 / 60 * 25* 1.1

$369,851


0.45 * 3564 * 50.46 / 20 * 25 $101,160


0.45 * 210788.35 / 60 * 25 $39,523


$70,313 + $369,851 +$101,160 + $39,523

$580,847



Status : Revised


Original Current






CSAH 11/LAC LAVON TO E LIMSBURNSVILLE

Termini CSAH 11/LAC LAVON TO E LIMSBURNSVILLE










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.63 * 4095063.8 / 60 * 25 *1.15

$1,236,197


0.63 * 4488 * 50.46 / 15 * 25 $237,788


0.63 * 646986.37 / 60 * 25 $169,834


$105,469 + $1,236,197 +$237,788 + $169,834

$1,749,288



Status : Revised


Original Current






E LIM BURNSVILLE TO 0.09 MI WOF PENNOCK LANE

Termini E LIM BURNSVILLE TO 0.09 MI WOF PENNOCK LANE










2013 SAP 019-642-052 M&OL, C&G Comments 2013 SAP 019-642-052 M&OL, C&G


Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


1.16 * 4095063.8 / 60 * 25 *1.15

$2,276,173


1.16 * 4488 * 50.46 / 15 * 25 $437,831


1.16 * 646986.37 / 60 * 25 $312,710


$210,938 + $2,276,173 +$437,831 + $312,710

$3,237,652



Status : Revised


Original Current






0.09 MI W OF PENNOCK LN TO ELIMS APPLEY VALLEY

Termini 0.09 MI W OF PENNOCK LN TO ELIMS APPLEY VALLEY










2013 SAP 019-642-052 M&OL, C&G

2013 SAP 019-642-053 M&OL, C&G

COMBINED SEGMENTS 19-642-041(DELETED) & 19-642-050 FOR 2004

Comments 2013 SAP 019-642-052 M&OL, C&G

2013 SAP 019-642-053 M&OL, C&G

COMBINED SEGMENTS 19-642-041(DELETED) & 19-642-050 FOR 2004


Segment Override



Computation Result


14 * 56250 / 40 * 25 $492,188


3.26 * 4095063.8 / 60 * 25 *1.15

$6,396,831


3.26 * 4488 * 50.46 / 15 * 25 $1,230,457


3.26 * 646986.37 / 60 * 25 $878,823


$492,188 + $6,396,831 +$1,230,457 + $878,823

$8,998,299



Status : Revised


Original Current






E LIMS APPLEY VALLEY TO CSAH33

Termini E LIMS APPLEY VALLEY TO CSAH33










2013 SAP 019-642-053 M&OL, C&G Comments 2013 SAP 019-642-053 M&OL, C&G


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.1 * 3349465.01 / 60 * 25 *1.15

$160,495


0.1 * 3696 * 50.46 / 15 * 25 $31,083


0.1 * 745334.36 / 60 * 25 $31,056


$35,156 + $160,495 +$31,083 + $31,056

$257,790



Status : Revised


Original Current






CSAH 33 TO SHANNON PARKWAY Termini CSAH 33 TO SHANNON PARKWAY












Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.5 * 3349465.01 / 60 * 25 *1.15

$802,476


0.5 * 3696 * 50.46 / 15 * 25 $155,417


0.5 * 745334.36 / 60 * 25 $155,278


$70,313 + $802,476 +$155,417 + $155,278

$1,183,484



Status : Revised


Original Current






SHANNON TO CHIPPENDALE Termini SHANNON TO CHIPPENDALE












Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.5 * 1793217.38 / 60 * 25 *1.1

$410,946


0.5 * 3564 * 50.46 / 20 * 25 $112,400


0.5 * 210788.35 / 60 * 25 $43,914


$70,313 + $410,946 +$112,400 + $43,914

$637,573



Status : Revised


Original Current






CHIPPENDALE TO TH 3 Termini CHIPPENDALE TO TH 3












Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.4 * 1793217.38 / 60 * 25 *1.1

$328,757


0.4 * 3564 * 50.46 / 20 * 25 $89,920


0.4 * 210788.35 / 60 * 25 $35,131


$70,313 + $328,757 +$89,920 + $35,131

$524,121



Status : Revised


Original Current






TH 3 TO 145TH STREET Termini TH 3 TO 145TH STREET










SURFACE CONSTRUCED WITHLOCAL FUNDS 2003

Comments SURFACE CONSTRUCED WITHLOCAL FUNDS 2003


Segment Override


Status: Original

Original Current


384044K USDOT Number 384044K


2 Mainline Tracks 2






TRACK TO EAST OF 384044K Comments TRACK TO EAST OF 384044K



Computation Result


1 * 56250 / 40 * 25 $35,156


1.16 * 1793217.38 / 60 * 25* 1.1

$953,394


1.16 * 3564 * 50.46 / 20 * 25 $260,767


1.16 * 210788.35 / 60 * 25 $101,881


325000 / 25 * 25 $325,000


110 * 1350 / 25 * 25 $148,500


$35,156 + $953,394 +$260,767 + $101,881 +$325,000 + $148,500

$1,824,698



Status : Revised


Original Current






145TH STREET TO 0.25 MILE EASTOF CSAH 71

Termini 145TH STREET TO 0.25 MILE EASTOF CSAH 71













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.72 * 1793217.38 / 60 * 25* 1.1

$2,235,544


2.72 * 3564 * 50.46 / 20 * 25 $611,454


2.72 * 210788.35 / 60 * 25 $238,893


$0 + $2,235,544 + $611,454+ $238,893

$3,085,891



Status : Revised


Original Current






0.25 MILES EAST OF CSAH 71 TOE RAMPS OF TH 52

Termini 0.25 MILES EAST OF CSAH 71 TOE RAMPS OF TH 52













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.92 * 1793217.38 / 60 * 25* 1.1

$756,140


0.92 * 3564 * 50.46 / 20 * 25 $206,815


0.92 * 210788.35 / 60 * 25 $80,802


$0 + $756,140 + $206,815+ $80,802

$1,043,757



Status : Revised


Original Current






E RAMPS OF TH 52 TO TH 55 Termini E RAMPS OF TH 52 TO TH 55












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.38 * 1338847.76 / 60 * 25* 1.1

$1,460,460


2.38 * 2376 * 50.46 / 20 * 25 $356,682


2.38 * 26957.9 / 60 * 25 $26,733


$0 + $1,460,460 + $356,682+ $26,733

$1,843,875



Status : Revised


Original Current






E JCT TH 55 TO 0.20 MILES WESTOF E JCT CR 87

Termini E JCT TH 55 TO 0.20 MILES WESTOF E JCT CR 87










2007 PORTION SURF CONSTW/LOCAL FUNDS (TH 55 TO IDELLAVE/W JCT CR 87)SURF CONST LOCAL FUNDS 2009(IDELL AVE/W JCT CR 87) TO EJCT CR 87

Comments 2007 PORTION SURF CONSTW/LOCAL FUNDS (TH 55 TO IDELLAVE/W JCT CR 87)SURF CONST LOCAL FUNDS 2009(IDELL AVE/W JCT CR 87) TO EJCT CR 87


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.4 * 1338847.76 / 60 * 25 *1.1

$2,086,371


3.4 * 2376 * 50.46 / 20 * 25 $509,545


3.4 * 26957.9 / 60 * 25 $38,190


$0 + $2,086,371 + $509,545+ $38,190

$2,634,106



Status : Revised


Original Current






O.20 MILES WEST OF E JCT CR 87TO W.L. HASTINGS

Termini O.20 MILES WEST OF E JCT CR 87TO W.L. HASTINGS












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1338847.76 / 60 * 25 *1.1

$245,455


0.4 * 2376 * 50.46 / 20 * 25 $59,946


0.4 * 26957.9 / 60 * 25 $4,493


$0 + $245,455 + $59,946 +$4,493

$309,894



Status : Revised


Original Current

HASTINGS Municipality HASTINGS





W LIM HASTINGS TO 0.87 MILESEAST

Termini W LIM HASTINGS TO 0.87 MILESEAST












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.87 * 2720279.15 / 60 * 25* 1.15

$1,134,016


0.87 * 2904 * 50.46 / 15 * 25 $212,477


0.87 * 386793.3 / 60 * 25 $140,213


$0 + $1,134,016 + $212,477+ $140,213

$1,486,706



Status : Revised


Original Current






0.87 MILES EAST OF HASTINGS W.CITY LIMITS TO 2ND STREET

Termini 0.87 MILES EAST OF HASTINGS W.CITY LIMITS TO 2ND STREET












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.26 * 2720279.15 / 60 * 25* 1.15

$338,901


0.26 * 2904 * 50.46 / 15 * 25 $63,499


0.26 * 386793.3 / 60 * 25 $41,903


$0 + $338,901 + $63,499 +$41,903

$444,303



Status : Revised


Original Current






2ND STREET TO O.15 MILES EAST Termini 2ND STREET TO O.15 MILES EAST












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.15 * 2720279.15 / 60 * 25* 1.15

$195,520


0.15 * 2904 * 50.46 / 15 * 25 $36,634


0.15 * 386793.3 / 60 * 25 $24,175


$0 + $195,520 + $36,634 +$24,175

$256,329



Status : Revised


Original Current






0.15 MILE EAST OF 2ND STREETTO FOREST STREET

Termini 0.15 MILE EAST OF 2ND STREETTO FOREST STREET












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.27 * 2720279.15 / 60 * 25* 1.15

$351,936


0.27 * 2904 * 50.46 / 15 * 25 $65,941


0.27 * 386793.3 / 60 * 25 $43,514


$0 + $351,936 + $65,941 +$43,514

$461,391



Status : Revised


Original Current






FOREST STREET TO EDDYSTREET

Termini FOREST STREET TO EDDYSTREET












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.18 * 2720279.15 / 60 * 25* 1.15

$234,624


0.18 * 2904 * 50.46 / 15 * 25 $43,961


0.18 * 386793.3 / 60 * 25 $29,009


$0 + $234,624 + $43,961 +$29,009

$307,594



Status : Revised


Original Current






EDDY STREET TO TH 61 Termini EDDY STREET TO TH 61












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 2720279.15 / 60 * 25* 1.15

$182,485


0.14 * 2904 * 50.46 / 15 * 25 $34,192


0.14 * 386793.3 / 60 * 25 $22,563


$0 + $182,485 + $34,192 +$22,563

$239,240



Status : Revised


Original Current






CSAH 32/CLIFF RD TO 0.12 M SCSAH 30/DIFFLEY

Termini CSAH 32/CLIFF RD TO 0.12 M SCSAH 30/DIFFLEY











2014 SAP 019-643-006 M&OL

NEW SEGMENT, COMM ORDER85588SURFACE CONSTRUCTED WITHLOCAL FUNDS 2003, COMBINEDSEGMENTS 19-643-010 (DELETED)& 19-643-020 FOR 2004


NEW SEGMENT, COMM ORDER85588SURFACE CONSTRUCTED WITHLOCAL FUNDS 2003, COMBINEDSEGMENTS 19-643-010 (DELETED)& 19-643-020 FOR 2004


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.95 * 3349465.01 / 60 * 25* 1.15

$1,524,704


0.95 * 3696 * 50.46 / 15 * 25 $295,292


0.95 * 745334.36 / 60 * 25 $295,028


$35,156 + $1,524,704 +$295,292 + $295,028

$2,150,180



Status : Revised


Original Current






0.12 MI S CSAH 30 TO 0.15 M NCSAH 30/DIFFLEY

Termini 0.12 MI S CSAH 30 TO 0.15 M NCSAH 30/DIFFLEY











2014 SAP 019-643-006 M&OL

NEW SEGMENT, COMM ORDER855882007 PORTION SURF CONSTW/LOCAL FUNDS (CH 30 TO 0.15MI NORTH)


NEW SEGMENT, COMM ORDER855882007 PORTION SURF CONSTW/LOCAL FUNDS (CH 30 TO 0.15MI NORTH)


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.27 * 3349465.01 / 60 * 25* 1.15

$433,337


0.27 * 3696 * 50.46 / 15 * 25 $83,925


0.27 * 745334.36 / 60 * 25 $83,850


$70,313 + $433,337 +$83,925 + $83,850

$671,425



Status : Revised


Original Current






0.15 M N CSAH 30 TO WESCOTTRD

Termini 0.15 M N CSAH 30 TO WESCOTTRD











NEW SEGMENT, COMM ORDER855882007 SURF CONST W/ LOCALFUNDS

Comments NEW SEGMENT, COMM ORDER855882007 SURF CONST W/ LOCALFUNDS


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.89 * 3349465.01 / 60 * 25* 1.15

$1,428,407


0.89 * 3696 * 50.46 / 15 * 25 $276,642


0.89 * 745334.36 / 60 * 25 $276,395


$35,156 + $1,428,407 +$276,642 + $276,395

$2,016,600



Status : Revised


Original Current






WESCOTT RD TO 0.27 MI S CSAH28

Termini WESCOTT RD TO 0.27 MI S CSAH28











NEW SEGMENT, COMM ORDER855882007 SURF CONST W/LOCALFUNDS

Comments NEW SEGMENT, COMM ORDER855882007 SURF CONST W/LOCALFUNDS


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.73 * 3349465.01 / 60 * 25* 1.15

$1,171,615


0.73 * 3696 * 50.46 / 15 * 25 $226,909


0.73 * 745334.36 / 60 * 25 $226,706


$105,469 + $1,171,615 +$226,909 + $226,706

$1,730,699



Status : Revised


Original Current






0.27 MI S CSAH 28 TO TOWNCENTER/GOLFVIEW

Termini 0.27 MI S CSAH 28 TO TOWNCENTER/GOLFVIEW











NEW SEGMENT, COMM ORDER85588

Comments NEW SEGMENT, COMM ORDER85588


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.12 * 3349465.01 / 60 * 25* 1.15

$192,594


0.12 * 3696 * 50.46 / 15 * 25 $37,300


0.12 * 745334.36 / 60 * 25 $37,267


$0 + $192,594 + $37,300 +$37,267

$267,161



Status : Revised


Original Current






TOWN CENTER/GOLFVIEW TOCSAH26/LONE OAK RD

Termini TOWN CENTER/GOLFVIEW TOCSAH26/LONE OAK RD











NEW SEGMENT, COMM ORDER85588, COMBINED SEGMENTS 19-643-070 (DELETED), 19-643-080 &19-643-090 (DELETED) FOR 2004

Comments NEW SEGMENT, COMM ORDER85588, COMBINED SEGMENTS 19-643-070 (DELETED), 19-643-080 &19-643-090 (DELETED) FOR 2004


Segment Override



Computation Result


7 * 56250 / 40 * 25 $246,094


1.15 * 3349465.01 / 60 * 25* 1.15

$1,845,695


1.15 * 3696 * 50.46 / 15 * 25 $357,459


1.15 * 745334.36 / 60 * 25 $357,139


$246,094 + $1,845,695 +$357,459 + $357,139

$2,806,387



Status : Revised


Original Current






CSAH 26/LONE OAK TO 0.10 MI NCSAH 26

Termini CSAH 26/LONE OAK TO 0.10 MI NCSAH 26











NEW SEGMENT, COMM ORDER85588RESURFACED WITH LOCALFUNDS - 1985RESURFACED WITH LOCALFUNDS - 2005

Comments NEW SEGMENT, COMM ORDER85588RESURFACED WITH LOCALFUNDS - 1985RESURFACED WITH LOCALFUNDS - 2005


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.1 * 3349465.01 / 60 * 25 *1.15

$160,495


0.1 * 3696 * 50.46 / 15 * 25 $31,083


0.1 * 745334.36 / 60 * 25 $31,056


$35,156 + $160,495 +$31,083 + $31,056

$257,790



Status : Revised


Original Current






0.10 MI N OF CSAH 26/LONE OAKTO 0.45 MI N OF CSAH 26

Termini 0.10 MI N OF CSAH 26/LONE OAKTO 0.45 MI N OF CSAH 26











SAP 019-643-002MAX ROAD WIDTH ON ADEQUATEURBAN 4/2 SEGMENT IS 70FT,3/27/06 SL

Comments SAP 019-643-002MAX ROAD WIDTH ON ADEQUATEURBAN 4/2 SEGMENT IS 70FT,3/27/06 SL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.35 * 3349465.01 / 60 * 25* 1.15

$561,733


0.35 * 3696 * 50.46 / 15 * 25 $108,792


0.35 * 745334.36 / 60 * 25 $108,695


$0 + $561,733 + $108,792+ $108,695

$779,220



Status : Revised


Original Current






0.45 MI N OF CSAH 26/LONE OAKTO 0.10 MI S OF TH 55

Termini 0.45 MI N OF CSAH 26/LONE OAKTO 0.10 MI S OF TH 55











SAP 19-643-002MAX ROAD WIDTH ON ADEQUATEURBAN 4/2 SEGMENT IS 70FT,3/27/06 SL

Comments SAP 19-643-002MAX ROAD WIDTH ON ADEQUATEURBAN 4/2 SEGMENT IS 70FT,3/27/06 SL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.21 * 3349465.01 / 60 * 25* 1.15

$337,040


0.21 * 3696 * 50.46 / 15 * 25 $65,275


0.21 * 745334.36 / 60 * 25 $65,217


$0 + $337,040 + $65,275 +$65,217

$467,532



Status : Revised


Original Current






0.10 MI W OF TH 55 TO TH 55 Termini 0.10 MI W OF TH 55 TO TH 55











SAP 19-643-003NEW SEGMENT, COMM ORDER85588RESURFACED WITH LOCALFUNDS - 19852005-NO GRAVEL SUBGRADE IT'S8" BITUMINOUS DONE BYOTHERS DON'T KNOW YEAR

Comments SAP 19-643-003NEW SEGMENT, COMM ORDER85588RESURFACED WITH LOCALFUNDS - 19852005-NO GRAVEL SUBGRADE IT'S8" BITUMINOUS DONE BYOTHERS DON'T KNOW YEAR


Segment Override


Status: Original

Original Current


380454V USDOT Number 380454V

0 Located at Milepoint 0

1 Mainline Tracks 1




Last Year Surfaced


NAT'L SURVEY #380454VRR LISTED AS SOO LINE

Comments NAT'L SURVEY #380454VRR LISTED AS SOO LINE



Computation Result


1 * 56250 / 40 * 25 $35,156


0.1 * 3349465.01 / 60 * 25 *1.15

$160,495


0.1 * 3696 * 50.46 / 15 * 25 $31,083


0.1 * 745334.36 / 60 * 25 $31,056


325000 / 25 * 25 $325,000


60 * 1350 / 25 * 25 $81,000


$35,156 + $160,495 +$31,083 + $31,056 +$325,000 + $81,000

$663,790



Status : Revised


Original Current






CSAH 5 TO 0.192 MI. W. OF JAVALANE

Termini CSAH 5 TO 0.192 MI. W. OF JAVALANE











2014 SAP 019-646-011 M&OL

COMBINED SEGMENTS 19646-100(DELETED) & 19-646-110 FOR 2004


COMBINED SEGMENTS 19646-100(DELETED) & 19-646-110 FOR 2004


Segment Override



Computation Result


7 * 56250 / 40 * 25 $246,094


0.96 * 4777763.62 / 60 * 25* 1

$1,911,105


0.96 * 6072 * 50.46 / 5 * 25 $1,470,687


0.96 * 47323.04 / 60 * 25 $18,929


$246,094 + $1,911,105 +$1,470,687 + $18,929

$3,646,815



Status : Revised


Original Current






0.192 MI W OF JAVA TO 0.18' W OFIPAVA

Termini 0.192 MI W OF JAVA TO 0.18' W OFIPAVA













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 4777763.62 / 60 * 25 *1

$1,393,514


0.7 * 6072 * 50.46 / 5 * 25 $1,072,376


0.7 * 47323.04 / 60 * 25 $13,803


$0 + $1,393,514 +$1,072,376 + $13,803

$2,479,693



Status : Original


Original Current






960' W OF IPAVA AVE TOLACLAVON/INTERLACHEN

Termini 960' W OF IPAVA AVE TOLACLAVON/INTERLACHEN











BIT OVERLAY 533' W OF IPAVA TOLAC LAVON/INTERLACHENSURFACE CONST W/LOCALFUNDS 2006 CP 46-26

Comments BIT OVERLAY 533' W OF IPAVA TOLAC LAVON/INTERLACHENSURFACE CONST W/LOCALFUNDS 2006 CP 46-26


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.56 * 4095063.8 / 60 * 25 *1.15

$1,098,842


0.56 * 4488 * 50.46 / 15 * 25 $211,367


0.56 * 646986.37 / 60 * 25 $150,963


$105,469 + $1,098,842 +$211,367 + $150,963

$1,566,641



Status : Original


Original Current






LACLAVON/INTERLACHEN TOCSAH 23/CEDAR AVE

Termini LACLAVON/INTERLACHEN TOCSAH 23/CEDAR AVE














Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


1.75 * 4095063.8 / 60 * 25 *1.15

$3,433,882


1.75 * 4488 * 50.46 / 15 * 25 $660,521


1.75 * 646986.37 / 60 * 25 $471,761


$140,625 + $3,433,882 +$660,521 + $471,761

$4,706,789



Status : Original


Original Current






CSAH 23/CEDAR AVE TO EXCELWAY EAST

Termini CSAH 23/CEDAR AVE TO EXCELWAY EAST











ADDED 0.50 TRAFFIC SIGNAL 2008-- MPK4/10/09

Comments ADDED 0.50 TRAFFIC SIGNAL 2008-- MPK4/10/09


Segment Override



Computation Result


7 * 56250 / 40 * 25 $246,094


1.8 * 4095063.8 / 60 * 25 *1.15

$3,531,993


1.8 * 4488 * 50.46 / 15 * 25 $679,393


1.8 * 646986.37 / 60 * 25 $485,240


$246,094 + $3,531,993 +$679,393 + $485,240

$4,942,720



Status : Original


Original Current






EXCEL WAY E TO CSAH 31/PILOTKNOB

Termini EXCEL WAY E TO CSAH 31/PILOTKNOB











Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.25 * 4095063.8 / 60 * 25 *1.15

$490,555


0.25 * 4488 * 50.46 / 15 * 25 $94,360


0.25 * 646986.37 / 60 * 25 $67,394


$35,156 + $490,555 +$94,360 + $67,394

$687,465



Status : Original


Original Current






CSAH 31/PILOT KNOB TO 0.26MILE EAST OF CSAH 31/PILOTKNOB

Termini CSAH 31/PILOT KNOB TO 0.26MILE EAST OF CSAH 31/PILOTKNOB











SP 19-646-01 - 2001 Comments SP 19-646-01 - 2001


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.26 * 4095063.8 / 60 * 25 *1.15

$510,177


0.26 * 4488 * 50.46 / 15 * 25 $98,135


0.26 * 646986.37 / 60 * 25 $70,090


$35,156 + $510,177 +$98,135 + $70,090

$713,558



Status : Original


Original Current






0.26 MI E CSAH 31TO TH 3 (NEWALIGNMENT)

Termini 0.26 MI E CSAH 31TO TH 3 (NEWALIGNMENT)











YEAR OF LATEST STATE - AIDEXPENDITURE - 2000, COMBINEDSEGMENTS 19-646-175 (DELETED)& 19-646-180 FOR 20042009 RR X-ING RESURFACED CP46-33 CP RAIL

Comments YEAR OF LATEST STATE - AIDEXPENDITURE - 2000, COMBINEDSEGMENTS 19-646-175 (DELETED)& 19-646-180 FOR 20042009 RR X-ING RESURFACED CP46-33 CP RAIL


Segment Override


Original Current


0 Milepoint 0


PED Feature Crossed PED

Type of Service


10 Culvert Width 10

8 Culvert Height 8







Status: Original

Original Current


380416L USDOT Number 380416L


1 Mainline Tracks 1






Comments

Segment Cost

Information


Computation Result


1 * 56250 / 40 * 25 $35,156


2.1 * 4095063.8 / 60 * 25 *1.15

$4,120,658


2.1 * 4488 * 50.46 / 15 * 25 $792,626


2.1 * 646986.37 / 60 * 25 $566,113


167 * 80 * 15.47 / 100 * 25 *1.15

$59,420


325000 / 25 * 25 $325,000


132 * 1350 / 25 * 25 $178,200

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

$35,156 + $4,120,658 +$792,626 + $566,113 +$59,420 + $325,000 +$178,200

$6,077,173



Status : Original


Original Current






TH 3 (NEW ALIGNMENT) TO 0.26MILE EAST OF TH 3

Termini TH 3 (NEW ALIGNMENT) TO 0.26MILE EAST OF TH 3














Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.26 * 3349465.01 / 60 * 25* 1.15

$417,288


0.26 * 3696 * 50.46 / 15 * 25 $80,817


0.26 * 745334.36 / 60 * 25 $80,745


$35,156 + $417,288 +$80,817 + $80,745

$614,006



Status : Original


Original Current






0.26 MILE EAST TH 3 (NEW ALIGN)TO 1.4 MI E BISCAYNE AVE

Termini 0.26 MILE EAST TH 3 (NEW ALIGN)TO 1.4 MI E BISCAYNE AVE











YEAR OF LATEST STATE - AIDEXPENDITURE - 2000, COMBINEDSEGMENTS 19-646-200 & 19-646-210(DELETED) FOR 2004

Comments YEAR OF LATEST STATE - AIDEXPENDITURE - 2000, COMBINEDSEGMENTS 19-646-200 & 19-646-210(DELETED) FOR 2004


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.78 * 3349465.01 / 60 * 25* 1.15

$2,856,815


1.78 * 3696 * 50.46 / 15 * 25 $553,284


1.78 * 745334.36 / 60 * 25 $552,790


$0 + $2,856,815 + $553,284+ $552,790

$3,962,889



Status : Original


Original Current






1.4 MI E OF BISCAYNE TO W LIMCITY OF COATES

Termini 1.4 MI E OF BISCAYNE TO W LIMCITY OF COATES














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.2 * 3349465.01 / 60 * 25 *1.15

$3,530,894


2.2 * 3696 * 50.46 / 15 * 25 $683,834


2.2 * 745334.36 / 60 * 25 $683,223


$0 + $3,530,894 + $683,834+ $683,223

$4,897,951



Status : Original


Original Current

COATES Municipality COATES





W CITY LIMITS OF COATES TO TH52

Termini W CITY LIMITS OF COATES TO TH52














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.71 * 3349465.01 / 60 * 25* 1.15

$1,139,516


0.71 * 3696 * 50.46 / 15 * 25 $220,692


0.71 * 745334.36 / 60 * 25 $220,495


$0 + $1,139,516 + $220,692+ $220,495

$1,580,703



Status : Original


Original Current

COATES Municipality COATES





TH 52 TO E LIMS COATES Termini TH 52 TO E LIMS COATES











YEAR OF LATEST STATE - AIDEXPENDITURE - 2000CSAH 46 AT TH 52 INTERCHANGETOTAL COST ADDED TO THISSEGMENT

Comments YEAR OF LATEST STATE - AIDEXPENDITURE - 2000CSAH 46 AT TH 52 INTERCHANGETOTAL COST ADDED TO THISSEGMENT

7317450 Interchange Override 7317450

Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.99 * 2720279.15 / 60 * 25* 1.15

$1,290,432


0.99 * 2904 * 50.46 / 15 * 25 $241,784


0.99 * 386793.3 / 60 * 25 $159,552


(7317450 / 60 * 25) >1449984 = true

$1,598,954


$0 + $1,290,432 + $241,784+ $159,552 + $1,598,954

$3,290,722



Status : Original


Original Current






E LIMS COATES TO .3 MI EAST Termini E LIMS COATES TO .3 MI EAST













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 2720279.15 / 60 * 25 *1.15

$391,040


0.3 * 2904 * 50.46 / 15 * 25 $73,268


0.3 * 386793.3 / 60 * 25 $48,349


$0 + $391,040 + $73,268 +$48,349

$512,657



Status : Original


Original Current






2.45 MI E OF CITY LIMITS OFCOATES

Termini 2.45 MI E OF CITY LIMITS OFCOATES










Comments


Segment Override


Original Current




DRY RUN Feature Crossed DRY RUN

Type of Service


10 Culvert Width 10

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.15 * 1338847.76 / 60 * 25* 1.1

$1,319,323


2.15 * 2376 * 50.46 / 20 * 25 $322,212


2.15 * 26957.9 / 60 * 25 $24,150


44 * 39.99972879 * 15.47 /100 * 25 * 1.15

$7,828


$0 + $1,319,323 + $322,212+ $24,150 + $7,828

$1,673,513



Status : Original


Original Current






2.45 MI E CSAH 48 TO 2.3 MI E OFCSAH 85

Termini 2.45 MI E CSAH 48 TO 2.3 MI E OFCSAH 85










Comments


Segment Override


Original Current


19 Milepoint 19



Type of Service


10 Culvert Width 10

4 Culvert Height 4




Comments



Original Current


17.5 Milepoint 17.5



Type of Service


10 Culvert Width 10

4 Culvert Height 4




Comments



Original Current





Type of Service


10 Culvert Width 10

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.3 * 1793217.38 / 60 * 25 *1.1

$2,712,241


3.3 * 3564 * 50.46 / 20 * 25 $741,838


3.3 * 210788.35 / 60 * 25 $289,834


82 * 39.99972879 * 15.47 /100 * 25 * 1.15

$14,588


56 * 39.99972879 * 15.47 /100 * 25 * 1.15

$9,963


56 * 39.99972879 * 15.47 /100 * 25 * 1.15

$9,963

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

$0 + $2,712,241 + $741,838+ $289,834 + $14,588 +$9,963 + $9,963

$3,778,427



Status : Original


Original Current






2.3 MI E OF CSAH 85 TO W LIMHASTINGS

Termini 2.3 MI E OF CSAH 85 TO W LIMHASTINGS










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 1793217.38 / 60 * 25 *1.1

$493,135


0.6 * 3564 * 50.46 / 20 * 25 $134,880


0.6 * 210788.35 / 60 * 25 $52,697


$0 + $493,135 + $134,880+ $52,697

$680,712



Status : Original


Original Current






W LIM HASTINGS TO CSAH 47(JORGEN AVE)

Termini W LIM HASTINGS TO CSAH 47(JORGEN AVE)










2015 SAP 019-646-010 BRIDGER&R

Comments 2015 SAP 019-646-010 BRIDGER&R


Segment Override


Original Current






3 Number of Spans 3




CP 46-32, SAP 019-646-010,DIMENSIONS FROM BR LOG, JP

Comments CP 46-32, SAP 019-646-010,DIMENSIONS FROM BR LOG, JP




Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 1793217.38 / 60 * 25 *1.1

$246,567


0.3 * 3564 * 50.46 / 20 * 25 $67,440


0.3 * 210788.35 / 60 * 25 $26,349


131.6 * 43.333 * 152 / 80 *25 * 1.15

$311,506


$0 + $246,567 + $67,440 +$26,349 + $311,506

$651,862



Status : Original


Original Current






CSAH 47(JORGEN AVE) TO W LIMHASTINGS

Termini CSAH 47(JORGEN AVE) TO W LIMHASTINGS










SURFACE CONSTRUCTED WITHLOCAL FUNDS - 2001SURFACE CONSTRUCTED WITHLOCAL FUNDS 2003

Comments SURFACE CONSTRUCTED WITHLOCAL FUNDS - 2001SURFACE CONSTRUCTED WITHLOCAL FUNDS 2003


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1793217.38 / 60 * 25 *1.1

$164,378


0.2 * 3564 * 50.46 / 20 * 25 $44,960


0.2 * 210788.35 / 60 * 25 $17,566


$0 + $164,378 + $44,960 +$17,566

$226,904



Status : Original


Original Current






W LIM HASTINGS TO PINE ST Termini W LIM HASTINGS TO PINE ST










SURFACE CONSTRUCTED WITHLOCAL FUNDS - 2001SURFACE CONSTRUCTED WITHLOCAL FUNDS 2003

Comments SURFACE CONSTRUCTED WITHLOCAL FUNDS - 2001SURFACE CONSTRUCTED WITHLOCAL FUNDS 2003


Segment Override


Original Current


22.268 Milepoint 22.268



Type of Service

Number of Spans

151 Bridge Length 151



Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 1793217.38 / 60 * 25 *1.1

$904,080


1.1 * 3564 * 50.46 / 20 * 25 $247,279


1.1 * 210788.35 / 60 * 25 $96,611


151 * 37.5 * 138 / 80 * 25 *1.15

$280,825


$0 + $904,080 + $247,279+ $96,611 + $280,825

$1,528,795



Status : Original


Original Current






PINE ST TO TH 61 Termini PINE ST TO TH 61










SURF CONST W/LOCAL FUNDS2010

Comments SURF CONST W/LOCAL FUNDS2010


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.63 * 1793217.38 / 60 * 25* 1.1

$517,792


0.63 * 3564 * 50.46 / 20 * 25 $141,624


0.63 * 210788.35 / 60 * 25 $55,332


$35,156 + $517,792 +$141,624 + $55,332

$749,904



Status : Original


Original Current


3 Segment Length 3




TH 3 TO CR 53/ARKANSAS AVE Termini TH 3 TO CR 53/ARKANSAS AVE










SURFACE CONSTRUCTED WITHLOCAL FUNDS, COMBINEDSEGMENTS 19-647-010 & 19-647-011(DELETED) FOR 2004

Comments SURFACE CONSTRUCTED WITHLOCAL FUNDS, COMBINEDSEGMENTS 19-647-010 & 19-647-011(DELETED) FOR 2004


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 1338847.76 / 60 * 25 *1.1

$1,840,916


3 * 2376 * 50.46 / 20 * 25 $449,599


3 * 26957.9 / 60 * 25 $33,697


$0 + $1,840,916 + $449,599+ $33,697

$2,324,212



Status : Original


Original Current






CR 53 TO 0.2 MILE SOUTH CH 86 Termini CR 53 TO 0.2 MILE SOUTH CH 86










SURFACE CONSTRUCTED WITHLOCAL FUNDSFORMER SEG 19-647-020,REVISED LIMITS

Comments SURFACE CONSTRUCTED WITHLOCAL FUNDSFORMER SEG 19-647-020,REVISED LIMITS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.9 * 1338847.76 / 60 * 25 *1.1

$1,779,552


2.9 * 2376 * 50.46 / 20 * 25 $434,612


2.9 * 26957.9 / 60 * 25 $32,574


$0 + $1,779,552 + $434,612+ $32,574

$2,246,738



Status : Original


Original Current






0.2 MILE SOUTH CH 86 TO CH 86 Termini 0.2 MILE SOUTH CH 86 TO CH 86











CONST 2008 CP 47-32, SP 19-647-18 TIED TO CH 86 INTERSECTIONSP 19-686-08

Comments SURFACE CONSTRUCTED WITHLOCAL FUNDS

CONST 2008 CP 47-32, SP 19-647-18 TIED TO CH 86 INTERSECTIONSP 19-686-08


Segment Override


Original Current


0.84 Milepoint 0.84


CHUB CREEK Feature Crossed CHUB CREEK


3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1338847.76 / 60 * 25 *1.1

$122,728


0.2 * 2376 * 50.46 / 20 * 25 $29,973


0.2 * 26957.9 / 60 * 25 $2,246


104.5 * 47.2 * 152 / 80 * 25* 1.15

$269,432


$0 + $122,728 + $29,973 +$2,246 + $269,432

$424,379



Status : Original


Original Current






CSAH 86 TO 0.40 MI NE Termini CSAH 86 TO 0.40 MI NE










SURFACE CONSTRUCTED WITHLOCAL FUNDSCONST 2008 CP 47-32 SP 19-647-18 TIED TO CH 86 INTERSECTIONSP 19-686-08

Comments SURFACE CONSTRUCTED WITHLOCAL FUNDSCONST 2008 CP 47-32 SP 19-647-18 TIED TO CH 86 INTERSECTIONSP 19-686-08


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1338847.76 / 60 * 25 *1.1

$245,455


0.4 * 2376 * 50.46 / 20 * 25 $59,946


0.4 * 26957.9 / 60 * 25 $4,493


$0 + $245,455 + $59,946 +$4,493

$309,894



Status : Original


Original Current






0.40 MI NE OF CSAH 86 TO S LIMSHAMPTON

Termini 0.40 MI NE OF CSAH 86 TO S LIMSHAMPTON










SURFACE CONSTRUCTED WITHLOCAL FUNDSCHANGED "Y" DEPTH ON BOXCULVERT PIPE WAS 5' SO "Y"MUST BE GREATER THAN 5',USED 9'

Comments SURFACE CONSTRUCTED WITHLOCAL FUNDSCHANGED "Y" DEPTH ON BOXCULVERT PIPE WAS 5' SO "Y"MUST BE GREATER THAN 5',USED 9'


Segment Override


Original Current


10.745 Milepoint 10.745



Type of Service


10 Culvert Width 10

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.3 * 1338847.76 / 60 * 25 *1.1

$2,638,646


4.3 * 2376 * 50.46 / 20 * 25 $644,425


4.3 * 26957.9 / 60 * 25 $48,300


45 * 50.00046828 * 15.47 /100 * 25 * 1.15

$10,007


$0 + $2,638,646 + $644,425+ $48,300 + $10,007

$3,341,378



Status : Original


Original Current

HAMPTON Municipality HAMPTON





S LIMS HAMPTON TO 0.44 MI N.E.OF S LIMS OF HAMPTOM

Termini S LIMS HAMPTON TO 0.44 MI N.E.OF S LIMS OF HAMPTOM













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.44 * 2720279.15 / 60 * 25* 1.15

$573,526


0.44 * 2904 * 50.46 / 15 * 25 $107,460


0.44 * 386793.3 / 60 * 25 $70,912


$0 + $573,526 + $107,460+ $70,912

$751,898



Status : Original


Original Current






0.44 MI N.E. OF HAMPTON S. LIMSTO TH 50

Termini 0.44 MI N.E. OF HAMPTON S. LIMSTO TH 50










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.27 * 2720279.15 / 60 * 25* 1.15

$351,936


0.27 * 2904 * 50.46 / 15 * 25 $65,941


0.27 * 386793.3 / 60 * 25 $43,514


$0 + $351,936 + $65,941 +$43,514

$461,391



Status : Original


Original Current






TH 50 TO 0.31 MI NE OF TH 50 Termini TH 50 TO 0.31 MI NE OF TH 50










2013 SP 019-647-022 CIR/OL Comments 2013 SP 019-647-022 CIR/OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.31 * 2720279.15 / 60 * 25* 1.15

$404,075


0.31 * 2904 * 50.46 / 15 * 25 $75,710


0.31 * 386793.3 / 60 * 25 $49,961


$0 + $404,075 + $75,710 +$49,961

$529,746



Status : Original


Original Current






0.31 MI N.E. OF TH 50 TO N LIMHAMPTON

Termini 0.31 MI N.E. OF TH 50 TO N LIMHAMPTON










2013 SP 019-647-022 CIR/OL Comments 2013 SP 019-647-022 CIR/OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.22 * 1338847.76 / 60 * 25* 1.1

$135,000


0.22 * 2376 * 50.46 / 20 * 25 $32,971


0.22 * 26957.9 / 60 * 25 $2,471


$0 + $135,000 + $32,971 +$2,471

$170,442



Status : Original


Original Current






N LIM HAMPTON TO 0.30 MI E TH52

Termini N LIM HAMPTON TO 0.30 MI E TH52










2013 SP 019-647-022 CIR/OL

FUNDING COULD CHANGECOUNTY ONLY SPENDING $400KCSAH FUNDS, BUT NOT SUREWHERE IF CONST OR R/W

MAX ROAD WIDTH ON 2 LANERURAL IS 24 X 40

INTERCHANGE IN THIS SEGMENT- ONLY BRIDGE $3,929,228.40SHOWN WAITING FOR RAMPCOST

RAMP COST $2,271,702.77INVOICE: 227164 ADDED TOINTERCHANGE $

Comments 2013 SP 019-647-022 CIR/OL

FUNDING COULD CHANGECOUNTY ONLY SPENDING $400KCSAH FUNDS, BUT NOT SUREWHERE IF CONST OR R/W

MAX ROAD WIDTH ON 2 LANERURAL IS 24 X 40

INTERCHANGE IN THIS SEGMENT- ONLY BRIDGE $3,929,228.40SHOWN WAITING FOR RAMPCOST

RAMP COST $2,271,702.77INVOICE: 227164 ADDED TOINTERCHANGE $


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1338847.76 / 60 * 25 *1.1

$306,819


0.5 * 2376 * 50.46 / 20 * 25 $74,933


0.5 * 26957.9 / 60 * 25 $5,616


(6200931.17 / 60 * 25) >312435 = true

$2,271,286


$0 + $306,819 + $74,933 +$5,616 + $2,271,286

$2,658,654



Status : Original


Original Current






0.30 MI E TH 52 TO CSAH 62 Termini 0.30 MI E TH 52 TO CSAH 62










2013 SP 019-647-022 CIR/OL

SURFACE CONSTRUCTED WITHLOCAL FUNDS-2001


SURFACE CONSTRUCTED WITHLOCAL FUNDS-2001


Segment Override


Original Current


15.089 Milepoint 15.089



Type of Service


Culvert Width

Culvert Height




Comments



Original Current


14.869 Milepoint 14.869



Type of Service


10 Culvert Width 10

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.7 * 1338847.76 / 60 * 25 *1.1

$2,884,101


4.7 * 2376 * 50.46 / 20 * 25 $704,371


4.7 * 26957.9 / 60 * 25 $52,793


34 * 60.00013138 * 15.47 /100 * 25 * 1.15

$9,073


36 * 39.99972879 * 15.47 /100 * 25 * 1.15

$6,405


$0 + $2,884,101 + $704,371+ $52,793 + $9,073 +$6,405

$3,656,743



Status : Original


Original Current






CSAH 62/190TH ST TO 0.3 MI S OF160TH ST/CSAH46

Termini CSAH 62/190TH ST TO 0.3 MI S OF160TH ST/CSAH46










2013 SP 019-647-022 CIR/OL

SURFACE CONSTRUCTED WITHLOCAL FUNDS - 2001, COMBINEDSEGMENTS 19-647-069 (DELETED)& 19-647-070 FOR 2004


SURFACE CONSTRUCTED WITHLOCAL FUNDS - 2001, COMBINEDSEGMENTS 19-647-069 (DELETED)& 19-647-070 FOR 2004


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.3 * 1338847.76 / 60 * 25 *1.1

$2,025,007


3.3 * 2376 * 50.46 / 20 * 25 $494,558


3.3 * 26957.9 / 60 * 25 $37,067


$0 + $2,025,007 + $494,558+ $37,067

$2,556,632



Status : Original


Original Current






0.3 MI S TO 160TH ST Termini 0.3 MI S TO 160TH ST










SURFACE CONSTRUCTED WITHLOCAL FUNDS - 2001

Comments SURFACE CONSTRUCTED WITHLOCAL FUNDS - 2001


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 1338847.76 / 60 * 25 *1.1

$184,092


0.3 * 2376 * 50.46 / 20 * 25 $44,960


0.3 * 26957.9 / 60 * 25 $3,370


$0 + $184,092 + $44,960 +$3,370

$232,422



Status : Original


Original Current






I-35 (WEST RAMP) TO JUREL WAY Termini I-35 (WEST RAMP) TO JUREL WAY











2014 SP 019-650-014 RECONST,MULTI STANDARDS

CONSTRUCTED WITHCITY/DEVELOPER FUNDS - NOCOUNTY FUNDS USEDAND CONSTRUCTED UNDER 19-650-011

ADDED 0.50 INTERSECTION 2008 -- MPK 4/10/09

Comments 2014 SP 019-650-014 RECONST,MULTI STANDARDS

CONSTRUCTED WITHCITY/DEVELOPER FUNDS - NOCOUNTY FUNDS USEDAND CONSTRUCTED UNDER 19-650-011

ADDED 0.50 INTERSECTION 2008 -- MPK 4/10/09


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.8 * 4095063.8 / 60 * 25 *1.15

$1,569,774


0.8 * 4488 * 50.46 / 15 * 25 $301,953


0.8 * 646986.37 / 60 * 25 $215,662


$140,625 + $1,569,774 +$301,953 + $215,662

$2,228,014



Status : Original


Original Current






JUREL WAY TO 750' NORTH OF188TH STREET

Termini JUREL WAY TO 750' NORTH OF188TH STREET











2014 SP 019-650-014 RECONST,MULTI STANDARDS

TIED TO SP 019-660-007ROUNDABOUT REPLACESSIGNAL AT CSAH 50/60

Comments 2014 SP 019-650-014 RECONST,MULTI STANDARDS

TIED TO SP 019-660-007ROUNDABOUT REPLACESSIGNAL AT CSAH 50/60


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.65 * 3349465.01 / 60 * 25* 1.15

$1,043,219


0.65 * 3696 * 50.46 / 15 * 25 $202,042


0.65 * 745334.36 / 60 * 25 $201,861


$0 + $1,043,219 + $202,042+ $201,861

$1,447,122



Status : Original


Original Current






750' NORTH OF 188TH STREET TOKENWOOD WAY

Termini 750' NORTH OF 188TH STREET TOKENWOOD WAY











SPLIT SEGMENT -020 Comments SPLIT SEGMENT -020


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.64 * 3349465.01 / 60 * 25* 1.15

$1,027,169


0.64 * 3696 * 50.46 / 15 * 25 $198,934


0.64 * 745334.36 / 60 * 25 $198,756


$70,313 + $1,027,169 +$198,934 + $198,756

$1,495,172



Status : Original


Original Current






KENWOOD WAY TO ICENIC WAY Termini KENWOOD WAY TO ICENIC WAY











Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


1.44 * 3349465.01 / 60 * 25* 1.15

$2,311,131


1.44 * 3696 * 50.46 / 15 * 25 $447,600


1.44 * 745334.36 / 60 * 25 $447,201


$70,313 + $2,311,131 +$447,600 + $447,201

$3,276,245



Status : Original


Original Current






ICENIC WAY TO HUNTER COURT Termini ICENIC WAY TO HUNTER COURT













Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.46 * 3349465.01 / 60 * 25* 1.15

$738,278


0.46 * 3696 * 50.46 / 15 * 25 $142,983


0.46 * 745334.36 / 60 * 25 $142,856


$70,313 + $738,278 +$142,983 + $142,856

$1,094,430



Status : Original


Original Current






HUNTER COURT TO HOLYOKEAVE

Termini HUNTER COURT TO HOLYOKEAVE













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.17 * 3349465.01 / 60 * 25* 1.15

$272,842


0.17 * 3696 * 50.46 / 15 * 25 $52,842


0.17 * 745334.36 / 60 * 25 $52,795


$0 + $272,842 + $52,842 +$52,795

$378,479



Status : Original


Original Current






HOLYOKE AVE TO HIGHVIEW AVE Termini HOLYOKE AVE TO HIGHVIEW AVE







Latest Year SA funds



NEW CSAH SEGMENT ADDED IN2004 COMMISSIONERS ORDER#88280SURFACE CONSTRUCTED WITHLOCAL FUNDS 2005

Comments NEW CSAH SEGMENT ADDED IN2004 COMMISSIONERS ORDER#88280SURFACE CONSTRUCTED WITHLOCAL FUNDS 2005


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 3349465.01 / 60 * 25* 1.15

$401,238


0.25 * 3696 * 50.46 / 15 * 25 $77,708


0.25 * 745334.36 / 60 * 25 $77,639


$0 + $401,238 + $77,708 +$77,639

$556,585



Status : Original


Original Current


1 Segment Length 1




HIGHVIEW AVE TO CSAH23/CEDAR AVE

Termini HIGHVIEW AVE TO CSAH23/CEDAR AVE







Latest Year SA funds



NEW CSAH SEGMENT ADDED IN2004 COMMISSIONERS ORDER#88280SURFACE CONSTRUCTED WITHLOCAL FUNDS 2005

Comments NEW CSAH SEGMENT ADDED IN2004 COMMISSIONERS ORDER#88280SURFACE CONSTRUCTED WITHLOCAL FUNDS 2005


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1793217.38 / 60 * 25 *1.1

$821,891


1 * 3564 * 50.46 / 20 * 25 $224,799


1 * 210788.35 / 60 * 25 $87,828


$0 + $821,891 + $224,799+ $87,828

$1,134,518



Status : Revised


Original Current






CSAH 23 TO 0.23 MI W OF W LIMOF FARMINGTON

Termini CSAH 23 TO 0.23 MI W OF W LIMOF FARMINGTON













Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.27 * 2720279.15 / 60 * 25* 1.15

$351,936


0.27 * 2904 * 50.46 / 15 * 25 $65,941


0.27 * 386793.3 / 60 * 25 $43,514


$35,156 + $351,936 +$65,941 + $43,514

$496,547



Status : Revised


Original Current






O.23 MI. WEST OF W. LIM OFFARMINGTON TO W. LIMFARMINGTON

Termini O.23 MI. WEST OF W. LIM OFFARMINGTON TO W. LIMFARMINGTON













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 3349465.01 / 60 * 25* 1.15

$369,139


0.23 * 3696 * 50.46 / 15 * 25 $71,492


0.23 * 745334.36 / 60 * 25 $71,428


$0 + $369,139 + $71,492 +$71,428

$512,059



Status : Revised


Original Current






W. LIMITS OF FARMINGTON TO1.50 MILES EAST

Termini W. LIMITS OF FARMINGTON TO1.50 MILES EAST













Segment Override


Original Current




E BR N FK VERMILLION R Feature Crossed E BR N FK VERMILLION R



8 Culvert Width 8

4 Culvert Height 4




Comments




Computation Result


2 * 56250 / 40 * 25 $70,313


1.5 * 3349465.01 / 60 * 25 *1.15

$2,407,428


1.5 * 3696 * 50.46 / 15 * 25 $466,250


1.5 * 745334.36 / 60 * 25 $465,834


144 * 60.00013138 * 15.47 /100 * 25 * 1.15

$38,428


$70,313 + $2,407,428 +$466,250 + $465,834 +$38,428

$3,448,253



Status : Revised


Original Current






1.5 MI E OF W FARMINGTON CITYLIM TO 2.47 M E OF W FARMINGTO

Termini 1.5 MI E OF W FARMINGTON CITYLIM TO 2.47 M E OF W FARMINGTO













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.99 * 3349465.01 / 60 * 25* 1.15

$1,588,902


0.99 * 3696 * 50.46 / 15 * 25 $307,725


0.99 * 745334.36 / 60 * 25 $307,450


$0 + $1,588,902 + $307,725+ $307,450

$2,204,077



Status : Original


Original Current






2.47 MI E OF W FARMINGTON CITYLIMITS TO DIVISION ST.

Termini 2.47 MI E OF W FARMINGTON CITYLIMITS TO DIVISION ST.











COMBINED SEG 19-650-135 & 137IN 2005

Comments COMBINED SEG 19-650-135 & 137IN 2005


Segment Override


Original Current






3 Number of Spans 3

92 Bridge Length 92



Comments




Computation Result


2 * 56250 / 40 * 25 $70,313


0.35 * 3349465.01 / 60 * 25* 1.15

$561,733


0.35 * 3696 * 50.46 / 15 * 25 $108,792


0.35 * 745334.36 / 60 * 25 $108,695


92 * 66.3 * 152 / 80 * 25 *1.15

$333,191


$70,313 + $561,733 +$108,792 + $108,695 +$333,191

$1,182,724



Status : Original


Original Current






DIVISION STREET TO TH 3 Termini DIVISION STREET TO TH 3











CHANGED PROPOSED DATA TOMATCH EXISTING DATA ASSEGMENT IS ADEQUATE. SL2/29/08

Comments CHANGED PROPOSED DATA TOMATCH EXISTING DATA ASSEGMENT IS ADEQUATE. SL2/29/08


Segment Override


Status: Original

Original Current




1 Mainline Tracks 1






X-ING SCALED FROM GIS,REDUCED MAINLINE TRACKS

Comments X-ING SCALED FROM GIS,REDUCED MAINLINE TRACKS



Computation Result


3 * 56250 / 40 * 25 $105,469


0.67 * 3349465.01 / 60 * 25* 1.15

$1,075,318


0.67 * 3696 * 50.46 / 15 * 25 $208,259


0.67 * 745334.36 / 60 * 25 $208,073


325000 / 25 * 25 $325,000


82 * 1350 / 25 * 25 $110,700


$105,469 + $1,075,318 +$208,259 + $208,073 +$325,000 + $110,700

$2,032,819



Status : Original


Original Current






CSAH 68 TO 0.8 MI NW Termini CSAH 68 TO 0.8 MI NW










SURF CONST SA FUNDS 2009SAP 19-654-007

Comments SURF CONST SA FUNDS 2009SAP 19-654-007


Segment Override


Original Current


0.25 Milepoint 0.25



Type of Service


12 Culvert Width 12

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 1338847.76 / 60 * 25 *1.1

$490,911


0.8 * 2376 * 50.46 / 20 * 25 $119,893


0.8 * 26957.9 / 60 * 25 $8,986


90 * 210.00045983 * 15.47 /100 * 25 * 1.15

$84,060


$0 + $490,911 + $119,893+ $8,986 + $84,060

$703,850



Status : Original


Original Current






0.8 MI NW CSAH 68 TO 3.0 MI SEOF E L HASTINGS

Termini 0.8 MI NW CSAH 68 TO 3.0 MI SEOF E L HASTINGS










Comments


Segment Override


Original Current


2.64 Milepoint 2.64



Type of Service

Number of Spans

30 Bridge Length 30



Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.5 * 1338847.76 / 60 * 25 *1.1

$1,534,096


2.5 * 2376 * 50.46 / 20 * 25 $374,666


2.5 * 26957.9 / 60 * 25 $28,081


30 * 34.7 * 152 / 80 * 25 *1.15

$56,865


$0 + $1,534,096 + $374,666+ $28,081 + $56,865

$1,993,708



Status : Original


Original Current


3 Segment Length 3




3.0 M SE OF E LIMITS TO E LIMITSOF HASTINGS

Termini 3.0 M SE OF E LIMITS TO E LIMITSOF HASTINGS













Segment Override


Original Current


6.3 Milepoint 6.3



Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments



Original Current





Type of Service


10 Culvert Width 10

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3 * 1338847.76 / 60 * 25 *1.1

$1,840,916


3 * 2376 * 50.46 / 20 * 25 $449,599


3 * 26957.9 / 60 * 25 $33,697


66 * 134.99975741 * 15.47 /100 * 25 * 1.15

$39,628


154 * 51.00043459 * 15.47 /100 * 25 * 1.15

$34,932


$0 + $1,840,916 + $449,599+ $33,697 + $39,628 +$34,932

$2,398,772



Status : Original


Original Current






E LIM HASTINGS TO TH 291 Termini E LIM HASTINGS TO TH 291













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.86 * 1338847.76 / 60 * 25* 1.1

$527,729


0.86 * 2376 * 50.46 / 20 * 25 $128,885


0.86 * 26957.9 / 60 * 25 $9,660


$0 + $527,729 + $128,885+ $9,660

$666,274



Status : Original


Original Current






SO JCT TH 55/52 INTERCHANGERAMP TO 400' NORTH COOPERWAY

Termini SO JCT TH 55/52 INTERCHANGERAMP TO 400' NORTH COOPERWAY











COMBINED SEGMENTS 19-656-010& 19-656-020 (DELETED) FOR 20042008 SHORTENED SEGEMENTDUE TO CP 56-06 CONST

Comments COMBINED SEGMENTS 19-656-010& 19-656-020 (DELETED) FOR 20042008 SHORTENED SEGEMENTDUE TO CP 56-06 CONST


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


1.15 * 3349465.01 / 60 * 25* 1.15

$1,845,695


1.15 * 3696 * 50.46 / 15 * 25 $357,459


1.15 * 745334.36 / 60 * 25 $357,139


$140,625 + $1,845,695 +$357,459 + $357,139

$2,700,918



Status : Original


Original Current






400' NORTH COOPER WAY TODELANEY DRIVE

Termini 400' NORTH COOPER WAY TODELANEY DRIVE











2008 NEW SEGMENT CP 56-06CONSTRUCTION

Comments 2008 NEW SEGMENT CP 56-06CONSTRUCTION


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2720279.15 / 60 * 25 *1.15

$651,734


0.5 * 2904 * 50.46 / 15 * 25 $122,113


0.5 * 386793.3 / 60 * 25 $80,582


$0 + $651,734 + $122,113+ $80,582

$854,429



Status : Original


Original Current






DELANEY DRIVE TO CR 28/80THSTREET

Termini DELANEY DRIVE TO CR 28/80THSTREET














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 2720279.15 / 60 * 25* 1.15

$325,867


0.25 * 2904 * 50.46 / 15 * 25 $61,057


0.25 * 386793.3 / 60 * 25 $40,291


$0 + $325,867 + $61,057 +$40,291

$427,215



Status : Original


Original Current






CR 28/80TH STREET TO 65THSTREET

Termini CR 28/80TH STREET TO 65THSTREET














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 3349465.01 / 60 * 25 *1.15

$2,407,428


1.5 * 3696 * 50.46 / 15 * 25 $466,250


1.5 * 745334.36 / 60 * 25 $465,834


$0 + $2,407,428 + $466,250+ $465,834

$3,339,512



Status : Original


Original Current






65TH ST TO NORTH CITY LIMITSOF IGH

Termini 65TH ST TO NORTH CITY LIMITSOF IGH









THTB-NOT ELIGIBLE FOR TBFUNDS

Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS

2008 SHORTENED SEGMENT DUETO CP 56-06 CONST

Comments 2008 SHORTENED SEGMENT DUETO CP 56-06 CONST


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.64 * 1793217.38 / 60 * 25* 1.1

$526,010


0.64 * 3564 * 50.46 / 20 * 25 $143,872


0.64 * 210788.35 / 60 * 25 $56,210


$0 + $526,010 + $143,872+ $56,210

$726,092



Status : Original


Original Current






NORTH CITY LIMITS OF IGH TO0.32 MILE NORTH OF LIMITS

Termini NORTH CITY LIMITS OF IGH TO0.32 MILE NORTH OF LIMITS











SPLIT SEGMENT- ADJUST FORCONSTRUCTION ADDED SEG 19-656-035

Comments SPLIT SEGMENT- ADJUST FORCONSTRUCTION ADDED SEG 19-656-035


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.32 * 1793217.38 / 60 * 25* 1.1

$263,005


0.32 * 3564 * 50.46 / 20 * 25 $71,936


0.32 * 210788.35 / 60 * 25 $28,105


$0 + $263,005 + $71,936 +$28,105

$363,046



Status : Original


Original Current






0.32 MI N OF IGH CLITY LIM TOSOUTH RAMP OF TH 494

Termini 0.32 MI N OF IGH CLITY LIM TOSOUTH RAMP OF TH 494











2007 CONSTRUCTED W/ CTB,SPLIT SEGMENT 19-656-040 TOADJUST FOR CONSTRUCTION


THTB CONST 2007

Comments 2007 CONSTRUCTED W/ CTB,SPLIT SEGMENT 19-656-040 TOADJUST FOR CONSTRUCTION


THTB CONST 2007


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.5 * 3349465.01 / 60 * 25 *1.15

$802,476


0.5 * 3696 * 50.46 / 15 * 25 $155,417


0.5 * 745334.36 / 60 * 25 $155,278


$140,625 + $802,476 +$155,417 + $155,278

$1,253,796



Status : Original


Original Current






W CO LINE TOKENYON/KNOLLWOOD CIR

Termini W CO LINE TOKENYON/KNOLLWOOD CIR










SAP 019-660-005 - 2005SURFACE CONSTRUCTED WITHLOCAL FUNDS - 2001

Comments SAP 019-660-005 - 2005SURFACE CONSTRUCTED WITHLOCAL FUNDS - 2001


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.91 * 4095063.8 / 60 * 25 *1.15

$1,785,618


0.91 * 4488 * 50.46 / 15 * 25 $343,471


0.91 * 646986.37 / 60 * 25 $245,316


$35,156 + $1,785,618 +$343,471 + $245,316

$2,409,561



Status : Original


Original Current






KENYON/KNOLLWOOD CIR TO I-35 Termini KENYON/KNOLLWOOD CIR TO I-35










SURFACE CONSTRUCTED WITHLOCAL FUNDS - 2001ALL INTERCHANGE COSTS INTHIS SEGMENT 19-660-004 IN TILL2040

Comments SURFACE CONSTRUCTED WITHLOCAL FUNDS - 2001ALL INTERCHANGE COSTS INTHIS SEGMENT 19-660-004 IN TILL2040


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.28 * 4095063.8 / 60 * 25 *1.15

$549,421


0.28 * 4488 * 50.46 / 15 * 25 $105,683


0.28 * 646986.37 / 60 * 25 $75,482


(12850881.96 / 60 * 25) >730372 = true

$4,624,162


$105,469 + $549,421 +$105,683 + $75,482 +$4,624,162

$5,460,217



Status : Original


Original Current






I35 TO 0.21 MI W CSAH 50 Termini I35 TO 0.21 MI W CSAH 50










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.46 * 3349465.01 / 60 * 25* 1.15

$738,278


0.46 * 3696 * 50.46 / 15 * 25 $142,983


0.46 * 745334.36 / 60 * 25 $142,856


$70,313 + $738,278 +$142,983 + $142,856

$1,094,430



Status : Original


Original Current






0.21 MI W TO CSAH 50 Termini 0.21 MI W TO CSAH 50










2014 SAP 019-660-007 RECONST /CSAH 50

TIED TO SP 019-650-014ROUNDABOUT REPLACESSIGNAL

Comments 2014 SAP 019-660-007 RECONST /CSAH 50

TIED TO SP 019-650-014ROUNDABOUT REPLACESSIGNAL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.21 * 3349465.01 / 60 * 25* 1.15

$337,040


0.21 * 3696 * 50.46 / 15 * 25 $65,275


0.21 * 745334.36 / 60 * 25 $65,217


$0 + $337,040 + $65,275 +$65,217

$467,532



Status : Original


Original Current
















2014 SAP 019-660-007 RECONST /CSAH 50

TIED TO SP 019-650-017ROUNDABOUT REPLACESSIGNAL, LEFT MILEAGE AS IS

Comments 2014 SAP 019-660-007 RECONST /CSAH 50

TIED TO SP 019-650-017ROUNDABOUT REPLACESSIGNAL, LEFT MILEAGE AS IS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.12 * 3349465.01 / 60 * 25* 1.15

$192,594


0.12 * 3696 * 50.46 / 15 * 25 $37,300


0.12 * 745334.36 / 60 * 25 $37,267


$0 + $192,594 + $37,300 +$37,267

$267,161



Status : Original


Original Current






0.12 MI EAST OF CSAH 50 TO 0.03MI WEST OF IPAVA AVE

Termini 0.12 MI EAST OF CSAH 50 TO 0.03MI WEST OF IPAVA AVE













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.79 * 1793217.38 / 60 * 25* 1.1

$649,294


0.79 * 3564 * 50.46 / 20 * 25 $177,591


0.79 * 210788.35 / 60 * 25 $69,384


$0 + $649,294 + $177,591+ $69,384

$896,269



Status : Revised


Original Current






0.03 MI WEST OF IPAVA AVE TOCSAH 9/DODD BLVD

Termini 0.03 MI WEST OF IPAVA AVE TOCSAH 9/DODD BLVD










2016 ADDED ONE SIGNAL LEGW/CSAH 9 PROJECT SAP 019-609-022

FUNDING INFO MAY CHANGEONCE PROJ COMPLETED


Comments 2016 ADDED ONE SIGNAL LEGW/CSAH 9 PROJECT SAP 019-609-022

FUNDING INFO MAY CHANGEONCE PROJ COMPLETED



Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.41 * 3349465.01 / 60 * 25* 1.15

$658,030


0.41 * 3696 * 50.46 / 15 * 25 $127,442


0.41 * 745334.36 / 60 * 25 $127,328


$105,469 + $658,030 +$127,442 + $127,328

$1,018,269



Status : Original


Original Current

VERMILLION Municipality VERMILLION





CSAH 66 TO 0.44 MILES EAST Termini CSAH 66 TO 0.44 MILES EAST










2014 SAP 019-662-008SIDEWALKS, C&G


Comments 2014 SAP 019-662-008SIDEWALKS, C&G



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.44 * 2720279.15 / 60 * 25* 1.15

$573,526


0.44 * 2904 * 50.46 / 15 * 25 $107,460


0.44 * 386793.3 / 60 * 25 $70,912


$0 + $573,526 + $107,460+ $70,912

$751,898



Status : Original


Original Current






0.44 MI E OF CSAH 66 TO CSAH 85 Termini 0.44 MI E OF CSAH 66 TO CSAH 85













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.37 * 1338847.76 / 60 * 25* 1.1

$227,046


0.37 * 2376 * 50.46 / 20 * 25 $55,450


0.37 * 26957.9 / 60 * 25 $4,156


$0 + $227,046 + $55,450 +$4,156

$286,652



Status : Original


Original Current



















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.4 * 1338847.76 / 60 * 25 *1.1

$859,094


1.4 * 2376 * 50.46 / 20 * 25 $209,813


1.4 * 26957.9 / 60 * 25 $15,725


$0 + $859,094 + $209,813+ $15,725

$1,084,632



Status : Original


Original Current






CSAH 47 TO INGAAVE/VERMILLION TWP E LINE

Termini CSAH 47 TO INGAAVE/VERMILLION TWP E LINE














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 1338847.76 / 60 * 25 *1.1

$368,183


0.6 * 2376 * 50.46 / 20 * 25 $89,920


0.6 * 26957.9 / 60 * 25 $6,739


$0 + $368,183 + $89,920 +$6,739

$464,842



Status : Original


Original Current


1 Segment Length 1




INGA AVE/MARSHAN TWP W LINETO CR 89/JOAN AVE

Termini INGA AVE/MARSHAN TWP W LINETO CR 89/JOAN AVE














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1338847.76 / 60 * 25 *1.1

$613,639


1 * 2376 * 50.46 / 20 * 25 $149,866


1 * 26957.9 / 60 * 25 $11,232


$0 + $613,639 + $149,866+ $11,232

$774,737



Status : Original


Original Current


2 Segment Length 2




CR 89/JOAN AVE TO TH 61 Termini CR 89/JOAN AVE TO TH 61














Segment Override


Original Current


0.6 Milepoint 0.6



Type of Service


0 Culvert Width 0

0 Culvert Height 0




GUESS ON YEAR BUILT Comments GUESS ON YEAR BUILT




Computation Result


0 * 56250 / 40 * 25 $0


2 * 1338847.76 / 60 * 25 *1.1

$1,227,277


2 * 2376 * 50.46 / 20 * 25 $299,732


2 * 26957.9 / 60 * 25 $22,465


92 * 45.99952665 * 15.47 /100 * 25 * 1.15

$18,822


$0 + $1,227,277 + $299,732+ $22,465 + $18,822

$1,568,296



Status : Original


Original Current


2 Segment Length 2




TH 61/LILLEHEI AVE TO CSAH91/NICOLAI

Termini TH 61/LILLEHEI AVE TO CSAH91/NICOLAI














Segment Override


Original Current





Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2 * 1338847.76 / 60 * 25 *1.1

$1,227,277


2 * 2376 * 50.46 / 20 * 25 $299,732


2 * 26957.9 / 60 * 25 $22,465


60 * 137.99965634 * 15.47 /100 * 25 * 1.15

$36,826


$0 + $1,227,277 + $299,732+ $22,465 + $36,826

$1,586,300



Status : Original


Original Current


1 Segment Length 1




CSAH 91/NICOLAI AVE TOORLANDO AVE/TWP LINES

Termini CSAH 91/NICOLAI AVE TOORLANDO AVE/TWP LINES














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 610216.45 / 60 * 25 * 1.1 $279,683


1 * 2112 * 50.46 / 20 * 25 $133,214


1 * 27775.28 / 60 * 25 $11,573


$0 + $279,683 + $133,214+ $11,573

$424,470



Status : Original


Original Current






ORLANDO AVE/TWP LINE TO TH316

Termini ORLANDO AVE/TWP LINE TO TH316














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 610216.45 / 60 * 25 *1.1

$27,968


0.1 * 2112 * 50.46 / 20 * 25 $13,321


0.1 * 27775.28 / 60 * 25 $1,157


$0 + $27,968 + $13,321 +$1,157

$42,446



Status : Revised


Original Current






TH 55 TO BLUE GENTIAN ROAD Termini AMANA TRAIL TO 494













Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


1.65 * 1338847.76 / 60 * 25* 1.1

$1,012,504


1.65 * 2376 * 50.46 / 20 * 25 $247,279


1.65 * 26957.9 / 60 * 25 $18,534


$35,156 + $1,012,504 +$247,279 + $18,534

$1,313,473



Status : Revised


Original Current

SUNFISH LAKE Municipality SUNFISH LAKE




NOT DIVIDED Existing Lane Description DIVIDED

BLUE GENTIAN RD TO 0.75 MI N Termini 494 TO MENDOTA HEIGHTS RD













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.43 * 1338847.76 / 60 * 25* 1.1

$263,865


0.43 * 2376 * 50.46 / 20 * 25 $64,442


0.43 * 26957.9 / 60 * 25 $4,830


$0 + $263,865 + $64,442 +$4,830

$333,137



Status : Revised


Original Current






0.75 MI N OF BLUE GENTIAN RDTO CHARLTON RD

Termini MENDOTA HGTS RD TOCHARLTON RD













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.63 * 1338847.76 / 60 * 25* 1.1

$386,592


0.63 * 2376 * 50.46 / 20 * 25 $94,416


0.63 * 26957.9 / 60 * 25 $7,076


$0 + $386,592 + $94,416 +$7,076

$488,084



Status : Original


Original Current






CHARLTON RD TO TH 110 Termini CHARLTON RD TO TH 110













Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 1338847.76 / 60 * 25 *1.1

$306,819


0.5 * 2376 * 50.46 / 20 * 25 $74,933


0.5 * 26957.9 / 60 * 25 $5,616


$35,156 + $306,819 +$74,933 + $5,616

$422,524



Status : Revised


Original Current






TH 110 TO 0.75 MI N 110 Termini TH 110 TO 0.60 MI N 110





RURAL Design Type URBAN

4 - RURAL : 7000 - 999999 Design Group 4 ( URBAN : 0 - 9999 )




BIT OVERLAY 1/4 MI N OF TH 110TO 0.75 NSURFACE CONST W/LOCALFUNDS 2006 CP 63-20

Comments BIT OVERLAY 1/4 MI N OF TH 110TO 0.75 NSURFACE CONST W/LOCALFUNDS 2006 CP 63-20


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.6 * 2720279.15 / 60 * 25 *1.15

$782,080


0.6 * 2904 * 50.46 / 15 * 25 $146,536


0.6 * 386793.3 / 60 * 25 $96,698


$35,156 + $782,080 +$146,536 + $96,698

$1,060,470



Status : Revised


Original Current






0.75 M N OF 110 TO EMERSONAVE

Termini 0.6 M N OF 110 TO EMERSON AVE













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 1338847.76 / 60 * 25 *1.1

$552,275


0.9 * 2376 * 50.46 / 20 * 25 $134,880


0.9 * 26957.9 / 60 * 25 $10,109


$0 + $552,275 + $134,880+ $10,109

$697,264



Status : Original


Original Current






EMERSON AVE TO W MORELANDAVE

Termini EMERSON AVE TO W MORELANDAVE













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.27 * 2720279.15 / 60 * 25* 1.15

$351,936


0.27 * 2904 * 50.46 / 15 * 25 $65,941


0.27 * 386793.3 / 60 * 25 $43,514


$0 + $351,936 + $65,941 +$43,514

$461,391



Status : Original


Original Current






W MORELAND AVE TO TH 149 Termini W MORELAND AVE TO TH 149













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.28 * 2720279.15 / 60 * 25* 1.15

$364,971


0.28 * 2904 * 50.46 / 15 * 25 $68,383


0.28 * 386793.3 / 60 * 25 $45,126


$0 + $364,971 + $68,383 +$45,126

$478,480



Status : Original


Original Current






CSAH 31 (PILOT KNOB RD) TODIAMOND PATH

Termini CSAH 31 (PILOT KNOB RD) TODIAMOND PATH











2014 CO# 94614 FROM 2012 SBMILEAGE REQ. ALSO, MSASREVOKED BY CO# 946162015 RECONSTRUCTED SAP 019-664-001 TIED TO SAP 019-631-042

Comments 2014 CO# 94614 FROM 2012 SBMILEAGE REQ. ALSO, MSASREVOKED BY CO# 946162015 RECONSTRUCTED SAP 019-664-001 TIED TO SAP 019-631-042


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.01 * 2720279.15 / 60 * 25* 1.15

$1,316,502


1.01 * 2904 * 50.46 / 15 * 25 $246,669


1.01 * 386793.3 / 60 * 25 $162,776


$0 + $1,316,502 + $246,669+ $162,776

$1,725,947



Status : Original


Original Current






DIAMOND PATH TO TH 3 Termini DIAMOND PATH TO TH 3











2014 CO# 94614 FROM 2012 SBMILEAGE REQ. ALSO, MSASREVOKED BY CO# 94616SPLIT SEGMENT DUE TORECONSTRUCTION OF SAP 019-664-001 (WEST OF THISSEGMENT)

Comments 2014 CO# 94614 FROM 2012 SBMILEAGE REQ. ALSO, MSASREVOKED BY CO# 94616SPLIT SEGMENT DUE TORECONSTRUCTION OF SAP 019-664-001 (WEST OF THISSEGMENT)


Segment Override


Original Current


0.49 Milepoint 0.49


Railroad Feature Crossed Railroad

HWY / R.R. Type of Service HWY / R.R.

7 Number of Spans 7




WAS ON MSAS, INFO FROM BRLOGDELETED FROM -040, MOVED TO -050 & ADJUSTED MILEAGE

Comments WAS ON MSAS, INFO FROM BRLOGDELETED FROM -040, MOVED TO -050 & ADJUSTED MILEAGE




Computation Result


0 * 56250 / 40 * 25 $0


1.17 * 1793217.38 / 60 * 25* 1.1

$961,613


1.17 * 3564 * 50.46 / 20 * 25 $263,015


1.17 * 210788.35 / 60 * 25 $102,759


604.8 * 52.7 * 138 / 80 * 25* 1.15

$1,580,700


$0 + $961,613 + $263,015+ $102,759 + $1,580,700

$2,908,087



Status : Revised


Original Current






TH 3 TO NE LIMS FARMINGTON Termini TH 3 TO NE LIMS FARMINGTON













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1338847.76 / 60 * 25 *1.1

$245,455


0.4 * 2376 * 50.46 / 20 * 25 $59,946


0.4 * 26957.9 / 60 * 25 $4,493


$0 + $245,455 + $59,946 +$4,493

$309,894



Status : Revised


Original Current






NE LIMS TO W LIMS FARMINGTON(OUTSIDE)

Termini NE LIMS TO W LIMS FARMINGTON(OUTSIDE)













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1338847.76 / 60 * 25 *1.1

$122,728


0.2 * 2376 * 50.46 / 20 * 25 $29,973


0.2 * 26957.9 / 60 * 25 $2,246


$0 + $122,728 + $29,973 +$2,246

$154,947



Status : Revised


Original Current






WEST TO EAST LIMSFARMINGTON

Termini WEST TO EAST LIMSFARMINGTON










2016 SAP 019-666-010OVERLAYSURFACECONSTRUCTED WITH LOCALEFFORT 2004

Comments 2016 SAP 019-666-010OVERLAYSURFACECONSTRUCTED WITH LOCALEFFORT 2004


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1338847.76 / 60 * 25 *1.1

$122,728


0.2 * 2376 * 50.46 / 20 * 25 $29,973


0.2 * 26957.9 / 60 * 25 $2,246


$0 + $122,728 + $29,973 +$2,246

$154,947



Status : Revised


Original Current






EAST LIMS FARMINGTON TO 0.70MI EAST

Termini EAST LIMS FARMINGTON TO 0.70MI EAST













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 1338847.76 / 60 * 25 *1.1

$429,547


0.7 * 2376 * 50.46 / 20 * 25 $104,906


0.7 * 26957.9 / 60 * 25 $7,863


$0 + $429,547 + $104,906+ $7,863

$542,316



Status : Revised


Original Current






0.7 MI E OF E LIMS FARMINGTONTO 0.7 MI W OF TH 52

Termini 0.7 MI E OF E LIMS FARMINGTONTO 0.7 MI W OF TH 52













Segment Override


Original Current


2.65 Milepoint 2.65





10 Culvert Width 10

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.5 * 1338847.76 / 60 * 25 *1.1

$2,761,374


4.5 * 2376 * 50.46 / 20 * 25 $674,398


4.5 * 26957.9 / 60 * 25 $50,546


74 * 25.00023414 * 15.47 /100 * 25 * 1.15

$8,228


$0 + $2,761,374 + $674,398+ $50,546 + $8,228

$3,494,546



Status : Revised


Original Current






0.7 MI W TO 0.1 MI W OF TH 52 Termini 0.7 MI W TO 0.1 MI W OF TH 52













Segment Override


Original Current


6.58 Milepoint 6.58




1 Number of Spans 1




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 2720279.15 / 60 * 25 *1.15

$782,080


0.6 * 2904 * 50.46 / 15 * 25 $146,536


0.6 * 386793.3 / 60 * 25 $96,698


87.7 * 47.2 * 152 / 80 * 25 *1.15

$226,117


$0 + $782,080 + $146,536+ $96,698 + $226,117

$1,251,431



Status : Revised


Original Current






0.1 MI W OF TH 52 TO TH 52 Termini 0.1 MI W OF TH 52 TO TH 52













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1338847.76 / 60 * 25 *1.1

$61,364


0.1 * 2376 * 50.46 / 20 * 25 $14,987


0.1 * 26957.9 / 60 * 25 $1,123


$0 + $61,364 + $14,987 +$1,123

$77,474



Status : Original


Original Current


2 Segment Length 2




TH 52 TO SW LIM VERMILLION Termini TH 52 TO SW LIM VERMILLION













Segment Override


Original Current


7.45 Milepoint 7.45





10 Culvert Width 10

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2 * 610216.45 / 60 * 25 * 1.1 $559,365


2 * 2112 * 50.46 / 20 * 25 $266,429


2 * 27775.28 / 60 * 25 $23,146


82 * 25.00023414 * 15.47 /100 * 25 * 1.15

$9,118


$0 + $559,365 + $266,429+ $23,146 + $9,118

$858,058



Status : Original


Original Current






SW LIM OF VERMILLION TO CSAH62

Termini SW LIM OF VERMILLION TO CSAH62










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 610216.45 / 60 * 25 *1.1

$167,810


0.6 * 2112 * 50.46 / 20 * 25 $79,929


0.6 * 27775.28 / 60 * 25 $6,944


$0 + $167,810 + $79,929 +$6,944

$254,683



Status : Original


Original Current






TH 316 TO 1.3 M E Termini TH 316 TO 1.3 M E













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.3 * 1338847.76 / 60 * 25 *1.1

$797,730


1.3 * 2376 * 50.46 / 20 * 25 $194,826


1.3 * 26957.9 / 60 * 25 $14,602


$0 + $797,730 + $194,826+ $14,602

$1,007,158



Status : Original


Original Current






1.3 M E OF TH 316 TO CSAH 54 Termini 1.3 M E OF TH 316 TO CSAH 54













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 2720279.15 / 60 * 25 *1.15

$521,387


0.4 * 2904 * 50.46 / 15 * 25 $97,691


0.4 * 386793.3 / 60 * 25 $64,466


$0 + $521,387 + $97,691 +$64,466

$683,544



Status : Original


Original Current






CSAH 54 TO E. COUNTY LINE Termini CSAH 54 TO E. COUNTY LINE












Segment Override


Original Current


2 Milepoint 2




5 Number of Spans 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 1338847.76 / 60 * 25 *1.1

$368,183


0.6 * 2376 * 50.46 / 20 * 25 $89,920


0.6 * 26957.9 / 60 * 25 $6,739


384.6 * 47.3 * 138 / 80 * 25* 1.15

$902,189


$0 + $368,183 + $89,920 +$6,739 + $902,189

$1,367,031



Status : Original


Original Current






SCOTT CO LINE TO 0.6 MILESEAST

Termini SCOTT CO LINE TO 0.6 MILESEAST










COMBINED SEGMENTS 19-670-010& 19-670-020 (DELETED) FOR 20042008 SHORTENED SEGMENT DUETO CP 70-06 CONST SP 19-670-08SURF CONST LOCAL FUNDS 2009(SCOTT CO LINE TO LAREDOPATH)

Comments COMBINED SEGMENTS 19-670-010& 19-670-020 (DELETED) FOR 20042008 SHORTENED SEGMENT DUETO CP 70-06 CONST SP 19-670-08SURF CONST LOCAL FUNDS 2009(SCOTT CO LINE TO LAREDOPATH)


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 1793217.38 / 60 * 25 *1.1

$493,135


0.6 * 3564 * 50.46 / 20 * 25 $134,880


0.6 * 210788.35 / 60 * 25 $52,697


$0 + $493,135 + $134,880+ $52,697

$680,712



Status : Original


Original Current






0.6 MILE EAST OF SCOTT CO LINETO FAI 35

Termini 0.6 MILE EAST OF SCOTT CO LINETO FAI 35










COMBINED SEGMENTS 19-670-010& 19-670-020 (DELETED) FOR 20042008 ADDED THIS SEGMENT FORCP 70-06 CONST SP 19-670-08INTERCHANGE COST + ALL ROW(INCL'S CSAH 5"S" ROW) TO THISSEGMENT SEE SEG 019-605-010)REVISED COST (CSAH 5ROW+CONST W/019-605-XXXROADWAY SEGMENT)

Comments COMBINED SEGMENTS 19-670-010& 19-670-020 (DELETED) FOR 20042008 ADDED THIS SEGMENT FORCP 70-06 CONST SP 19-670-08INTERCHANGE COST + ALL ROW(INCL'S CSAH 5"S" ROW) TO THISSEGMENT SEE SEG 019-605-010)REVISED COST (CSAH 5ROW+CONST W/019-605-XXXROADWAY SEGMENT)


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.5 * 1793217.38 / 60 * 25 *1.1

$410,946


0.5 * 3564 * 50.46 / 20 * 25 $112,400


0.5 * 210788.35 / 60 * 25 $43,914


(22083579.74 / 60 * 25) >525173 = true

$8,676,319


$70,313 + $410,946 +$112,400 + $43,914 +$8,676,319

$9,313,892



Status : Original


Original Current






FAI 35 TO 0.54 MI E Termini FAI 35 TO 0.54 MI E










2008 CP 70-06 CONST SP 19-670-08, USED SAME SEGMENT LIMITS-CLOSE ENOUGH

Comments 2008 CP 70-06 CONST SP 19-670-08, USED SAME SEGMENT LIMITS-CLOSE ENOUGH


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.54 * 1793217.38 / 60 * 25* 1.1

$443,821


0.54 * 3564 * 50.46 / 20 * 25 $121,392


0.54 * 210788.35 / 60 * 25 $47,427


$140,625 + $443,821 +$121,392 + $47,427

$753,265



Status : Original


Original Current






0.54 MI E OF FAI 35 TO CSAH 9 Termini 0.54 MI E OF FAI 35 TO CSAH 9










2012 SP 019-670-010 RC/OL Comments 2012 SP 019-670-010 RC/OL


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


1.64 * 1793217.38 / 60 * 25* 1.1

$1,347,902


1.64 * 3564 * 50.46 / 20 * 25 $368,671


1.64 * 210788.35 / 60 * 25 $144,039


$105,469 + $1,347,902 +$368,671 + $144,039

$1,966,081



Status : Original


Original Current






CSAH 9 TO HIGHVIEW AVE Termini CSAH 9 TO HIGHVIEW AVE












Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.6 * 1793217.38 / 60 * 25 *1.1

$493,135


0.6 * 3564 * 50.46 / 20 * 25 $134,880


0.6 * 210788.35 / 60 * 25 $52,697


$35,156 + $493,135 +$134,880 + $52,697

$715,868



Status : Original


Original Current






HIGHVIEW AVE TO CSAH 23 Termini HIGHVIEW AVE TO CSAH 23












Segment Override


Status: Original

Original Current

NORTHSHORE MINING COMPANY RailRoad Name NORTHSHORE MINING COMPANY



1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


1 * 56250 / 40 * 25 $35,156


1.25 * 1793217.38 / 60 * 25* 1.1

$1,027,364


1.25 * 3564 * 50.46 / 20 * 25 $280,999


1.25 * 210788.35 / 60 * 25 $109,786


275000 / 25 * 25 $275,000


72 * 1350 / 25 * 25 $97,200


$35,156 + $1,027,364 +$280,999 + $109,786 +$275,000 + $97,200

$1,825,505



Status : Original


Original Current






CSAH 42 TO 0.5 MILES NORTH Termini CSAH 42 TO 0.5 MILES NORTH










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1338847.76 / 60 * 25 *1.1

$306,819


0.5 * 2376 * 50.46 / 20 * 25 $74,933


0.5 * 26957.9 / 60 * 25 $5,616


$0 + $306,819 + $74,933 +$5,616

$387,368



Status : Original


Original Current






0.5 MILES NORTH OF CSAH 42 TONORTH JCT CO RD 38

Termini 0.5 MILES NORTH OF CSAH 42 TONORTH JCT CO RD 38










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1338847.76 / 60 * 25 *1.1

$306,819


0.5 * 2376 * 50.46 / 20 * 25 $74,933


0.5 * 26957.9 / 60 * 25 $5,616


$0 + $306,819 + $74,933 +$5,616

$387,368



Status : Original


Original Current






NORTH JCT CO RD 38 TO SOUTHLIM INVER GROVE HEIGHTS

Termini NORTH JCT CO RD 38 TO SOUTHLIM INVER GROVE HEIGHTS










Comments


Segment Override


Status: Original

Original Current




1 Mainline Tracks 1






Comments



Computation Result


0 * 56250 / 40 * 25 $0


1.6 * 1338847.76 / 60 * 25 *1.1

$981,822


1.6 * 2376 * 50.46 / 20 * 25 $239,786


1.6 * 26957.9 / 60 * 25 $17,972


275000 / 25 * 25 $275,000


82 * 1350 / 25 * 25 $110,700


$0 + $981,822 + $239,786+ $17,972 + $275,000 +$110,700

$1,625,280



Status : Original


Original Current






S LIMIT NVER GROVE HEIGHTSTO CSAH 73

Termini S LIMIT NVER GROVE HEIGHTSTO CSAH 73










COMBINED SEG 19-671-011 & 012IN 2005



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.7 * 1338847.76 / 60 * 25 *1.1

$1,043,186


1.7 * 2376 * 50.46 / 20 * 25 $254,773


1.7 * 26957.9 / 60 * 25 $19,095


$0 + $1,043,186 + $254,773+ $19,095

$1,317,054



Status : Original


Original Current






CSAH 73 TO TH 3 Termini CSAH 73 TO TH 3










COMBINED SEG 19-671-013 & 014IN 2005



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.3 * 1338847.76 / 60 * 25 *1.1

$797,730


1.3 * 2376 * 50.46 / 20 * 25 $194,826


1.3 * 26957.9 / 60 * 25 $14,602


$0 + $797,730 + $194,826+ $14,602

$1,007,158



Status : Original


Original Current






TH 3 TO TH 149 Termini TH 3 TO TH 149













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 1338847.76 / 60 * 25 *1.1

$552,275


0.9 * 2376 * 50.46 / 20 * 25 $134,880


0.9 * 26957.9 / 60 * 25 $10,109


$0 + $552,275 + $134,880+ $10,109

$697,264



Status : Original


Original Current






CSAH 71/RICH VALLEY BLVD TOTH 55

Termini CSAH 71/RICH VALLEY BLVD TOTH 55










SURFACE CONSTRUCTED WITHLOCAL FUNDSCOMBINED SEG 19-673-09 & 010 IN2005

Comments SURFACE CONSTRUCTED WITHLOCAL FUNDSCOMBINED SEG 19-673-09 & 010 IN2005


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.6 * 1338847.76 / 60 * 25 *1.1

$1,595,460


2.6 * 2376 * 50.46 / 20 * 25 $389,652


2.6 * 26957.9 / 60 * 25 $29,204


$0 + $1,595,460 + $389,652+ $29,204

$2,014,316



Status : Original


Original Current






TH 55 TO CO RD 28 Termini TH 55 TO CO RD 28










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.54 * 1338847.76 / 60 * 25* 1.1

$331,365


0.54 * 2376 * 50.46 / 20 * 25 $80,928


0.54 * 26957.9 / 60 * 25 $6,066


$35,156 + $331,365 +$80,928 + $6,066

$453,515



Status : Original


Original Current






CO. RD. 28 TO CSAH 26 Termini CO. RD. 28 TO CSAH 26










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 1338847.76 / 60 * 25 *1.1

$552,275


0.9 * 2376 * 50.46 / 20 * 25 $134,880


0.9 * 26957.9 / 60 * 25 $10,109


$0 + $552,275 + $134,880+ $10,109

$697,264



Status : Original


Original Current






N JCT CSAH 26 TO UPPER 55THSTREET

Termini N JCT CSAH 26 TO UPPER 55THSTREET










SURF CONST SA FUNDS 2009NO SA PAYMENT MADE

Comments SURF CONST SA FUNDS 2009NO SA PAYMENT MADE


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.4 * 2720279.15 / 60 * 25 *1.15

$1,824,854


1.4 * 2904 * 50.46 / 15 * 25 $341,917


1.4 * 386793.3 / 60 * 25 $225,629


$0 + $1,824,854 + $341,917+ $225,629

$2,392,400



Status : Original


Original Current






UPPER 55TH ST TO 0.31 MI S OF I-494

Termini UPPER 55TH ST TO 0.31 MI S OF I-494













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.29 * 1793217.38 / 60 * 25* 1.1

$238,348


0.29 * 3564 * 50.46 / 20 * 25 $65,192


0.29 * 210788.35 / 60 * 25 $25,470


$0 + $238,348 + $65,192 +$25,470

$329,010



Status : Original


Original Current






0.31 MI S OF I-494 TO I-494 Termini 0.31 MI S OF I-494 TO I-494













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.31 * 1793217.38 / 60 * 25* 1.1

$254,786


0.31 * 3564 * 50.46 / 20 * 25 $69,688


0.31 * 210788.35 / 60 * 25 $27,227


$0 + $254,786 + $69,688 +$27,227

$351,701



Status : Original


Original Current






I-494 TO 0.05 MILE SOUTH OFCSAH 14

Termini I-494 TO 0.05 MILE SOUTH OFCSAH 14










YEAR OF LATEST STATE - AIDEXPENDITURES - 2000

Comments YEAR OF LATEST STATE - AIDEXPENDITURES - 2000


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.65 * 2720279.15 / 60 * 25* 1.15

$847,254


0.65 * 2904 * 50.46 / 15 * 25 $158,747


0.65 * 386793.3 / 60 * 25 $104,757


$0 + $847,254 + $158,747+ $104,757

$1,110,758



Status : Original


Original Current






0.05 MILE SOUTH OF CSAH 14 TO0.20 MILE NORTH OF CSAH 14

Termini 0.05 MILE SOUTH OF CSAH 14 TO0.20 MILE NORTH OF CSAH 14













Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.25 * 2720279.15 / 60 * 25* 1.15

$325,867


0.25 * 2904 * 50.46 / 15 * 25 $61,057


0.25 * 386793.3 / 60 * 25 $40,291


$70,313 + $325,867 +$61,057 + $40,291

$497,528



Status : Original


Original Current






0.20 MILE NORTH OF CSAH 14 TOCR 8 (WENTWORTH AVE)

Termini 0.20 MILE NORTH OF CSAH 14 TOCR 8 (WENTWORTH AVE)










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 2720279.15 / 60 * 25 *1.15

$1,042,774


0.8 * 2904 * 50.46 / 15 * 25 $195,381


0.8 * 386793.3 / 60 * 25 $128,931


$0 + $1,042,774 + $195,381+ $128,931

$1,367,086



Status : Original


Original Current






WENTWORTH AVE(CR 8)TOTHOMPSON AVE(CR 6)

Termini WENTWORTH AVE(CR 8)TOTHOMPSON AVE(CR 6)










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 2720279.15 / 60 * 25* 1.15

$325,867


0.25 * 2904 * 50.46 / 15 * 25 $61,057


0.25 * 386793.3 / 60 * 25 $40,291


$0 + $325,867 + $61,057 +$40,291

$427,215



Status : Original


Original Current






THOMPSON AVE TO MORELANDAVE

Termini THOMPSON AVE TO MORELANDAVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.61 * 2720279.15 / 60 * 25* 1.15

$795,115


0.61 * 2904 * 50.46 / 15 * 25 $148,978


0.61 * 386793.3 / 60 * 25 $98,310


$0 + $795,115 + $148,978+ $98,310

$1,042,403



Status : Original


Original Current






MORELAND AVE TO BUTLER AVE(CR 4)

Termini MORELAND AVE TO BUTLER AVE(CR 4)










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 2720279.15 / 60 * 25* 1.15

$325,867


0.25 * 2904 * 50.46 / 15 * 25 $61,057


0.25 * 386793.3 / 60 * 25 $40,291


$0 + $325,867 + $61,057 +$40,291

$427,215



Status : Original


Original Current






BUTLER AVE (CR 4) TOANNAPOLIS AVE

Termini BUTLER AVE (CR 4) TOANNAPOLIS AVE













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2720279.15 / 60 * 25 *1.15

$651,734


0.5 * 2904 * 50.46 / 15 * 25 $122,113


0.5 * 386793.3 / 60 * 25 $80,582


$0 + $651,734 + $122,113+ $80,582

$854,429



Status : Revised


Original Current






CSAH 31 E TO RR TRACKS Termini CSAH 31 E TO RR TRACKS










2015 SAP 019-674-008 OVERLAYSURFACE CONSTRUCTED WITHLOCAL FUNDS - 2001

Comments 2015 SAP 019-674-008 OVERLAYSURFACE CONSTRUCTED WITHLOCAL FUNDS - 2001


Segment Override


Status: Original

Original Current




1 Mainline Tracks 1






Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1338847.76 / 60 * 25 *1.1

$245,455


0.4 * 2376 * 50.46 / 20 * 25 $59,946


0.4 * 26957.9 / 60 * 25 $4,493


325000 / 25 * 25 $325,000


58 * 1350 / 25 * 25 $78,300


$0 + $245,455 + $59,946 +$4,493 + $325,000 +$78,300

$713,194



Status : Original


Original Current






RR TRACKS TO TH 3 Termini RR TRACKS TO TH 3










SURFACE CONSTRUCTED WITHLOCAL FUNDS - 2001SA FUNDING MAY CHANGE

Comments SURFACE CONSTRUCTED WITHLOCAL FUNDS - 2001SA FUNDING MAY CHANGE


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.6 * 2720279.15 / 60 * 25 *1.15

$782,080


0.6 * 2904 * 50.46 / 15 * 25 $146,536


0.6 * 386793.3 / 60 * 25 $96,698


$35,156 + $782,080 +$146,536 + $96,698

$1,060,470



Status : Original


Original Current


2 Segment Length 2




CEDAR AVE (23) TO ESSEX AVE(27)

Termini CEDAR AVE (23) TO ESSEX AVE(27)










2013 CO# 93921 Comments 2013 CO# 93921


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 610216.45 / 60 * 25 * 1.1 $559,365


2 * 2112 * 50.46 / 20 * 25 $266,429


2 * 27775.28 / 60 * 25 $23,146


$0 + $559,365 + $266,429+ $23,146

$848,940



Status : Original


Original Current






ESSEX AVE (27), S. ON DENMARKTO 240TH

Termini ESSEX AVE (27), S. ON DENMARKTO 240TH










2013 CO# 93921 Comments 2013 CO# 93921


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 610216.45 / 60 * 25 *1.1

$419,524


1.5 * 2112 * 50.46 / 20 * 25 $199,822


1.5 * 27775.28 / 60 * 25 $17,360


$0 + $419,524 + $199,822+ $17,360

$636,706



Status : Original


Original Current


2 Segment Length 2




FROM DENMARK ON 240TH TOBISCAYNE

Termini FROM DENMARK ON 240TH TOBISCAYNE










2013 CO# 93921 Comments 2013 CO# 93921


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 610216.45 / 60 * 25 * 1.1 $559,365


2 * 2112 * 50.46 / 20 * 25 $266,429


2 * 27775.28 / 60 * 25 $23,146


$0 + $559,365 + $266,429+ $23,146

$848,940



Status : Original


Original Current






FROM BISCAYNE ON 240TH, S TO245TH ST

Termini FROM BISCAYNE ON 240TH, S TO245TH ST

152 Present AADT 80









2013 CO#93921 Comments 2013 CO#93921


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 610216.45 / 60 * 25 *1.1

$419,524


1.5 * 2112 * 50.46 / 20 * 25 $199,822


1.5 * 27775.28 / 60 * 25 $17,360


$0 + $419,524 + $199,822+ $17,360

$636,706



Status : Original


Original Current


2 Segment Length 2




BISCAYNE AVE TO BLAINE AVE Termini BISCAYNE AVE TO BLAINE AVE

152 Present AADT 80









2013 CO#93921 Comments 2013 CO#93921


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 610216.45 / 60 * 25 * 1.1 $559,365


2 * 2112 * 50.46 / 20 * 25 $266,429


2 * 27775.28 / 60 * 25 $23,146


$0 + $559,365 + $266,429+ $23,146

$848,940



Status : Original


Original Current






BLAINE AVE (79) TO W LIMHAMPTON

Termini BLAINE AVE (79) TO W LIMHAMPTON










2013 CO# 93921 Comments 2013 CO# 93921


Segment Override


Original Current


3.5 Milepoint 3.5


Castle Rock Feature Crossed Castle Rock

Type of Service

4 Number of Spans 4


24 Bridge Width 24


MOVED TO CSAH 79 CO# L3166 Comments MOVED TO CSAH 79 CO# L3166




Computation Result


0 * 56250 / 40 * 25 $0


2.2 * 610216.45 / 60 * 25 *1.1

$615,302


2.2 * 2112 * 50.46 / 20 * 25 $293,072


2.2 * 27775.28 / 60 * 25 $25,461


21.6 * 24 * 152 / 80 * 25 *1.15

$28,318


$0 + $615,302 + $293,072+ $25,461 + $28,318

$962,153



Status : Revised


Original Current






W LIMS HAMPTON TO CSAH 47 Termini W LIMS HAMPTON TO CSAH 47










2013 CO# 93921 Comments 2013 CO# 93921


Segment Override

Culvert Information Status: Revised

Original Current


14.3 Milepoint 14.3


Dry Run Feature Crossed Dry Run

Type of Service


10 Culvert Width 10

4 Culvert Height 4




MOVED TO CSAH 78 CO# 93921 Comments MOVED TO CSAH 78 CO# 93921




Computation Result


0 * 56250 / 40 * 25 $0


0.29 * 2720279.15 / 60 * 25* 1.15

$378,005


0.29 * 2904 * 50.46 / 15 * 25 $70,826


0.29 * 386793.3 / 60 * 25 $46,738


76 * 76 * 15.47 / 100 * 25 *1.15

$25,689


$0 + $378,005 + $70,826 +$46,738 + $25,689

$521,258



Status : Original


Original Current






CSAH 47 TO TH 50 Termini CSAH 47 TO TH 50










2013 CO# 93921 Comments 2013 CO# 93921


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.51 * 2720279.15 / 60 * 25* 1.15

$664,768


0.51 * 2904 * 50.46 / 15 * 25 $124,555


0.51 * 386793.3 / 60 * 25 $82,194


$0 + $664,768 + $124,555+ $82,194

$871,517



Status : Original


Original Current






FROM TH47 TO CSAH 80 Termini FROM TH47 TO CSAH 80










2013 CO# 93921 Comments 2013 CO# 93921


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.83 * 610216.45 / 60 * 25 *1.1

$511,819


1.83 * 2112 * 50.46 / 20 * 25 $243,782


1.83 * 27775.28 / 60 * 25 $21,179


$0 + $511,819 + $243,782+ $21,179

$776,780



Status : Original


Original Current
















2013 CO# 93921 Comments 2013 CO# 93921


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.6 * 610216.45 / 60 * 25 *1.1

$447,492


1.6 * 2112 * 50.46 / 20 * 25 $213,143


1.6 * 27775.28 / 60 * 25 $18,517


$0 + $447,492 + $213,143+ $18,517

$679,152



Status : Original


Original Current






245TH ST TO 230TH ST Termini 245TH ST TO 230TH ST










2013 CO# 93921 Comments 2013 CO# 93921


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 610216.45 / 60 * 25 *1.1

$419,524


1.5 * 2112 * 50.46 / 20 * 25 $199,822


1.5 * 27775.28 / 60 * 25 $17,360


$0 + $419,524 + $199,822+ $17,360

$636,706



Status : Original


Original Current


1 Segment Length 1




230TH ST TO TH 50 Termini 230TH ST TO TH 50










2013 CO# 93921 Comments 2013 CO# 93921


Segment Override


Original Current


0.2 Milepoint 0.2


Feature Crossed



12 Culvert Width 12

6 Culvert Height 6




Comments



Original Current


0.21 Milepoint 0.21


Feature Crossed



10 Culvert Width 10

8 Culvert Height 8




Comments



Original Current


0.22 Milepoint 0.22


Feature Crossed



10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1 * 610216.45 / 60 * 25 * 1.1 $279,683


1 * 2112 * 50.46 / 20 * 25 $133,214


1 * 27775.28 / 60 * 25 $11,573


74 * 140 * 15.47 / 100 * 25 *1.15

$46,077


72 * 156 * 15.47 / 100 * 25 *1.15

$49,956


72 * 156 * 15.47 / 100 * 25 *1.15

$49,956

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

$0 + $279,683 + $133,214+ $11,573 + $46,077 +$49,956 + $49,956

$570,459



Status : Revised


Original Current






CSAH 9 TO NO JCT CSAH 23 Termini CSAH 9 TO NO JCT CSAH 23










YEAR OF LATEST STATE-AIDEXPENDITURES - 2000SURFACE CONSTRUCTED WITHSTATE-AID FUNDS - 2001

Comments YEAR OF LATEST STATE-AIDEXPENDITURES - 2000SURFACE CONSTRUCTED WITHSTATE-AID FUNDS - 2001


Segment Override


Original Current





Type of Service


8 Culvert Width 8

4 Culvert Height 4




Comments



Original Current







Culvert Width

Culvert Height




Comments



Status: Revised

Original Current


854282C USDOT Number 854282C


1 Mainline Tracks 1






Comments



Computation Result


0 * 56250 / 40 * 25 $0


2.6 * 1338847.76 / 60 * 25 *1.1

$1,595,460


2.6 * 2376 * 50.46 / 20 * 25 $389,652


2.6 * 26957.9 / 60 * 25 $29,204


90 * 60.00013138 * 15.47 /100 * 25 * 1.15

$24,017


84 * 17.00050366 * 15.47 /100 * 25 * 1.15

$6,351


1500 / 25 * 25 $1,500


42 * 1350 / 25 * 25 $56,700

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

$0 + $1,595,460 + $389,652+ $29,204 + $24,017 +$6,351 + $1,500 + $56,700

$2,102,884



Status : Original


Original Current



AGGREGATE SURF Existing Surface Type AGGREGATE SURF



S JCT CSAH 23 TO TH 3 Termini S JCT CSAH 23 TO TH 3










Comments


Segment Override


Original Current




N BR CHUB CREEK Feature Crossed N BR CHUB CREEK



12 Culvert Width 12

4 Culvert Height 4




NEW BRIDGE L3943 REPLACES92739 NORTH BRANCH CHUBCREEK

Comments NEW BRIDGE L3943 REPLACES92739 NORTH BRANCH CHUBCREEK




Computation Result


0 * 56250 / 40 * 25 $0


3.6 * 610216.45 / 60 * 25 *1.1

$1,006,857


3.6 * 2112 * 50.46 / 20 * 25 $479,572


3.6 * 27775.28 / 60 * 25 $41,663


96 * 48 * 15.47 / 100 * 25 *1.15

$20,495


$0 + $1,006,857 + $479,572+ $41,663 + $20,495

$1,548,587



Status : Original


Original Current


1 Segment Length 1




TH 3 TO COUNTY ROAD 51 Termini TH 3 TO COUNTY ROAD 51










Comments


Segment Override


Original Current





Type of Service

Number of Spans


30 Bridge Width 30


Comments




Computation Result


0 * 56250 / 40 * 25 $0


1 * 610216.45 / 60 * 25 * 1.1 $279,683


1 * 2112 * 50.46 / 20 * 25 $133,214


1 * 27775.28 / 60 * 25 $11,573


18.2 * 30 * 152 / 80 * 25 *1.15

$29,825


$0 + $279,683 + $133,214+ $11,573 + $29,825

$454,295



Status : Original


Original Current






255TH ST SOUTH TO 260TH ST Termini 255TH ST SOUTH TO 260TH ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 610216.45 / 60 * 25 *1.1

$139,841


0.5 * 2112 * 50.46 / 20 * 25 $66,607


0.5 * 27775.28 / 60 * 25 $5,787


$0 + $139,841 + $66,607 +$5,787

$212,235



Status : Original


Original Current


1 Segment Length 1




FROM BISCAYNE ON 260TH TOALVERNO AVE

Termini FROM BISCAYNE ON 260TH TOALVERNO AVE










2013 CO# 93921


Comments 2013 CO# 93921



Segment Override


Original Current


12.428 Milepoint 12.428



Type of Service


4 Culvert Width 4

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1 * 610216.45 / 60 * 25 * 1.1 $279,683


1 * 2112 * 50.46 / 20 * 25 $133,214


1 * 27775.28 / 60 * 25 $11,573


56 * 50.00046828 * 15.47 /100 * 25 * 1.15

$12,453


$0 + $279,683 + $133,214+ $11,573 + $12,453

$436,923



Status : Original


Original Current


2 Segment Length 2




ALVENRNO (53N) TO BLAINE AVE(CSAH 79)

Termini ALVENRNO (53N) TO BLAINE AVE(CSAH 79)










2013 CO ORDER 93921 MODIFY TOLEGACY DATA


Comments 2013 CO ORDER 93921 MODIFY TOLEGACY DATA



Segment Override


Original Current





Type of Service


4 Culvert Width 4





MOVED TO CSAH 79, 2013 CO#93921(L3167 SHOULD HAVESTAYED W/THIS SEGMENT)CP 80-20, NO SAP ON PLAN

Comments MOVED TO CSAH 79, 2013 CO#93921(L3167 SHOULD HAVESTAYED W/THIS SEGMENT)CP 80-20, NO SAP ON PLAN




Computation Result


0 * 56250 / 40 * 25 $0


2 * 2720279.15 / 60 * 25 *1.15

$2,606,934


2 * 2904 * 50.46 / 15 * 25 $488,453


2 * 386793.3 / 60 * 25 $322,328


56 * 76 * 15.47 / 100 * 25 *1.15

$18,929


$0 + $2,606,934 + $488,453+ $322,328 + $18,929

$3,436,644



Status : Revised


Original Current






CSAH 86 TO SO CORP LIM NEWTRIER

Termini CSAH 86 TO SO CORP LIM NEWTRIER










2015 SAP 019-685-014 OVERLAY2013 SAP 019-685-010 BR R&R19J58


Comments 2015 SAP 019-685-014 OVERLAY2013 SAP 019-685-010 BR R&R19J58



Segment Override


Original Current


1.23 Milepoint 1.23


PINE CREEK Feature Crossed PINE CREEK



14 Culvert Width 14





2013 SAP 019-685-010 BR R&R19J58

Comments 2013 SAP 019-685-010 BR R&R19J58




Computation Result


0 * 56250 / 40 * 25 $0


4.1 * 610216.45 / 60 * 25 *1.1

$1,146,698


4.1 * 2112 * 50.46 / 20 * 25 $546,179


4.1 * 27775.28 / 60 * 25 $47,449


74 * 236 * 15.47 / 100 * 25 *1.15

$77,673


$0 + $1,146,698 + $546,179+ $47,449 + $77,673

$1,817,999



Status : Original


Original Current

NEW TRIER Municipality NEW TRIER





S LIM NEW TRIER TO TH 50 Termini S LIM NEW TRIER TO TH 50










SURFACE RECONSTRUCTEDWITH LOCAL FUNDS 2003

Comments SURFACE RECONSTRUCTEDWITH LOCAL FUNDS 2003


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 610216.45 / 60 * 25 *1.1

$55,937


0.2 * 2112 * 50.46 / 20 * 25 $26,643


0.2 * 27775.28 / 60 * 25 $2,315


$0 + $55,937 + $26,643 +$2,315

$84,895



Status : Original


Original Current






TH 50 TO CSAH 47 Termini TH 50 TO CSAH 47














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.4 * 610216.45 / 60 * 25 *1.1

$950,921


3.4 * 2112 * 50.46 / 20 * 25 $452,929


3.4 * 27775.28 / 60 * 25 $39,348


$0 + $950,921 + $452,929+ $39,348

$1,443,198



Status : Original


Original Current






CSAH 47 TO S LIM VERMILLION Termini CSAH 47 TO S LIM VERMILLION













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 610216.45 / 60 * 25 *1.1

$307,651


1.1 * 2112 * 50.46 / 20 * 25 $146,536


1.1 * 27775.28 / 60 * 25 $12,730


$0 + $307,651 + $146,536+ $12,730

$466,917



Status : Original


Original Current






S LIM VERMILLION TO CSAH 62 Termini S LIM VERMILLION TO CSAH 62













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 610216.45 / 60 * 25 *1.1

$139,841


0.5 * 2112 * 50.46 / 20 * 25 $66,607


0.5 * 27775.28 / 60 * 25 $5,787


$0 + $139,841 + $66,607 +$5,787

$212,235



Status : Revised


Original Current






CSAH 62 TO N LIM VERMILLION Termini CSAH 62 TO N LIM VERMILLION













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 610216.45 / 60 * 25 *1.1

$139,841


0.5 * 2112 * 50.46 / 20 * 25 $66,607


0.5 * 27775.28 / 60 * 25 $5,787


$0 + $139,841 + $66,607 +$5,787

$212,235



Status : Revised


Original Current






N LIM VERMILLION TO CSAH 46/48(160TH ST)

Termini N LIM VERMILLION TO CSAH 46/48(160TH ST)













Segment Override


Original Current





Type of Service

Number of Spans


34 Bridge Width 34


Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.5 * 610216.45 / 60 * 25 *1.1

$699,206


2.5 * 2112 * 50.46 / 20 * 25 $333,036


2.5 * 27775.28 / 60 * 25 $28,933


137.5 * 34 * 152 / 80 * 25 *1.15

$255,372


$0 + $699,206 + $333,036+ $28,933 + $255,372

$1,316,547



Status : Revised


Original Current






CSAH 46/48 (160TH ST) TO TH 55 Termini CSAH 46/48 (160TH ST) TO TH 55













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.7 * 1338847.76 / 60 * 25 *1.1

$1,043,186


1.7 * 2376 * 50.46 / 20 * 25 $254,773


1.7 * 26957.9 / 60 * 25 $19,095


$0 + $1,043,186 + $254,773+ $19,095

$1,317,054



Status : Revised


Original Current






W CO LINE TO W JCT CSAH 23 Termini W CO LINE TO W JCT CSAH 23













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.6 * 1338847.76 / 60 * 25 *1.1

$2,209,099


3.6 * 2376 * 50.46 / 20 * 25 $539,518


3.6 * 26957.9 / 60 * 25 $40,437


$0 + $2,209,099 + $539,518+ $40,437

$2,789,054



Status : Original


Original Current






W JCT CSAH 23 TO 0.18 MI E OF EJCT CSAH 23

Termini W JCT CSAH 23 TO 0.18 MI E OF EJCT CSAH 23















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1338847.76 / 60 * 25 *1.1

$306,819


0.5 * 2376 * 50.46 / 20 * 25 $74,933


0.5 * 26957.9 / 60 * 25 $5,616


$0 + $306,819 + $74,933 +$5,616

$387,368



Status : Revised


Original Current


2 Segment Length 2




0.18 MI E OF E JCT CSAH 23 TO 1.0MI W TH 3

Termini 0.18 MI E OF E JCT CSAH 23 TO 1.0MI W TH 3













Segment Override


Status: New

Original Current


854285X USDOT Number 854285X


1 Mainline Tracks 1






SP 19-00145 UPGRADE TO GATES2016

Comments SP 19-00145 UPGRADE TO GATES2016



Computation Result


0 * 56250 / 40 * 25 $0


2 * 1338847.76 / 60 * 25 *1.1

$1,227,277


2 * 2376 * 50.46 / 20 * 25 $299,732


2 * 26957.9 / 60 * 25 $22,465


325000 / 25 * 25 $325,000


32 * 1350 / 25 * 25 $43,200


$0 + $1,227,277 + $299,732+ $22,465 + $325,000 +$43,200

$1,917,674



Status : Original


Original Current


1 Segment Length 1




1.0 MI W TO TH 3 Termini 1.0 MI W TO TH 3













Segment Override


Status: Original

Original Current


854285X USDOT Number 854285X


0 Mainline Tracks 0




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1338847.76 / 60 * 25 *1.1

$613,639


1 * 2376 * 50.46 / 20 * 25 $149,866


1 * 26957.9 / 60 * 25 $11,232


1500 / 25 * 25 $1,500


32 * 1350 / 25 * 25 $43,200


$0 + $613,639 + $149,866+ $11,232 + $1,500 +$43,200

$819,437



Status : Original


Original Current






TH 3 TO 0.1 MILE WEST OF CSAH47

Termini TH 3 TO 0.1 MILE WEST OF CSAH47










REVISED CONC ARCH TO BOXCULV 2005


2008 REVISED LIMITS

Comments REVISED CONC ARCH TO BOXCULV 2005


2008 REVISED LIMITS


Segment Override


Original Current


9.81 Milepoint 9.81



Type of Service


10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.8 * 1338847.76 / 60 * 25 *1.1

$2,331,827


3.8 * 2376 * 50.46 / 20 * 25 $569,492


3.8 * 26957.9 / 60 * 25 $42,683


36 * 159.99999155 * 15.47 /100 * 25 * 1.15

$25,618


$0 + $2,331,827 + $569,492+ $42,683 + $25,618

$2,969,620



Status : Original


Original Current






0.1 MILE WEST OF CH 47 TO CH 47 Termini 0.1 MILE WEST OF CH 47 TO CH 47










ADDED SEGMENT TO REFLECTCP 47-32 CONSTRUCTION, TIEDTO SP 19-686-08

Comments ADDED SEGMENT TO REFLECTCP 47-32 CONSTRUCTION, TIEDTO SP 19-686-08


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1338847.76 / 60 * 25 *1.1

$61,364


0.1 * 2376 * 50.46 / 20 * 25 $14,987


0.1 * 26957.9 / 60 * 25 $1,123


$0 + $61,364 + $14,987 +$1,123

$77,474



Status : Original


Original Current






CH 47 TO 0.3 MILE EAST CH 47 Termini CH 47 TO 0.3 MILE EAST CH 47










ADDED SEGMENT TO REFLECTCP 47-32 CONSTRUCTION, TIEDTO SP 19-686-08

Comments ADDED SEGMENT TO REFLECTCP 47-32 CONSTRUCTION, TIEDTO SP 19-686-08


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 1338847.76 / 60 * 25 *1.1

$184,092


0.3 * 2376 * 50.46 / 20 * 25 $44,960


0.3 * 26957.9 / 60 * 25 $3,370


$0 + $184,092 + $44,960 +$3,370

$232,422



Status : Original


Original Current






0.3 MILE EAST OF CH 47 TO TH 56 Termini 0.3 MILE EAST OF CH 47 TO TH 56












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.7 * 1338847.76 / 60 * 25 *1.1

$1,656,824


2.7 * 2376 * 50.46 / 20 * 25 $404,639


2.7 * 26957.9 / 60 * 25 $30,328


$0 + $1,656,824 + $404,639+ $30,328

$2,091,791



Status : Revised


Original Current






TH 56 TO TH 52 NW RAMP/HARRYAVE

Termini TH 56 TO TH 52 NW RAMP/HARRYAVE










SHORTENED SEGMENT -0.15 MILETO ADD NEW SEGMENT FOR SAP019-686-014, SP 1905-39, BRIDGE19009 INTERCHANGE

Comments SHORTENED SEGMENT -0.15 MILETO ADD NEW SEGMENT FOR SAP019-686-014, SP 1905-39, BRIDGE19009 INTERCHANGE


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.45 * 1338847.76 / 60 * 25* 1.1

$1,503,414


2.45 * 2376 * 50.46 / 20 * 25 $367,172


2.45 * 26957.9 / 60 * 25 $27,520


$0 + $1,503,414 + $367,172+ $27,520

$1,898,106



Status : New


Original Current






TH 52 NW RAMP/HARRY AVE TOTH 52 SE RAMP

Termini TH 52 NW RAMP/HARRY AVE TOTH 52 SE RAMP










SAP 019-686-014, SP 1905-39, NEWBRIDGE 19009 INTERCHANGEONLY COSTS CLAIMED:2015+2016 ROW = $442,189.242016 BRIDGE/INTERCHANGE =$3,297,598.53TOTAL CLAIMING FOR 2016 =$3,740,787.77

Comments SAP 019-686-014, SP 1905-39, NEWBRIDGE 19009 INTERCHANGEONLY COSTS CLAIMED:2015+2016 ROW = $442,189.242016 BRIDGE/INTERCHANGE =$3,297,598.53TOTAL CLAIMING FOR 2016 =$3,740,787.77

Interchange Override 3740788

Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.33 * 1338847.76 / 60 * 25* 1.1

$202,501


0.33 * 2376 * 50.46 / 20 * 25 $49,456


0.33 * 26957.9 / 60 * 25 $3,707


(3740788 / 60 * 25) >206208 = true

$1,352,454


$0 + $202,501 + $49,456 +$3,707 + $1,352,454

$1,608,118



Status : Revised


Original Current






TH 52 SE RAMP TO EAST COUNTYLINE

Termini TH 52 SE RAMP TO EAST COUNTYLINE











SURFACE CONST W/LOCALFUNDS 2008SHORTENED SEGMENT -0.18 MILEFOR NEW SEGMENT TH 52/CSAH86 INTERCHANGE

Comments SURFACE CONST W/LOCALFUNDS 2008SHORTENED SEGMENT -0.18 MILEFOR NEW SEGMENT TH 52/CSAH86 INTERCHANGE


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.12 * 1338847.76 / 60 * 25* 1.1

$687,275


1.12 * 2376 * 50.46 / 20 * 25 $167,850


1.12 * 26957.9 / 60 * 25 $12,580


$0 + $687,275 + $167,850+ $12,580

$867,705



Status : Original


Original Current






CSAH 47 TO 0.70 MI W OF W LIMRANDOLPH

Termini CSAH 47 TO 0.70 MI W OF W LIMRANDOLPH













Segment Override


Original Current


1.57 Milepoint 1.57





12 Culvert Width 12

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 610216.45 / 60 * 25 *1.1

$419,524


1.5 * 2112 * 50.46 / 20 * 25 $199,822


1.5 * 27775.28 / 60 * 25 $17,360


78 * 58.00019876 * 15.47 /100 * 25 * 1.15

$20,121


$0 + $419,524 + $199,822+ $17,360 + $20,121

$656,827



Status : Original


Original Current






0.70 MI W OF W LIM RANDOLPHTO 0.50 MI W OF W LIMRANDOLPH

Termini 0.70 MI W OF W LIM RANDOLPHTO 0.50 MI W OF W LIMRANDOLPH










SURFACE CONSTRUCED WITHLOCAL FUNDS

Comments SURFACE CONSTRUCED WITHLOCAL FUNDS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 610216.45 / 60 * 25 *1.1

$55,937


0.2 * 2112 * 50.46 / 20 * 25 $26,643


0.2 * 27775.28 / 60 * 25 $2,315


$0 + $55,937 + $26,643 +$2,315

$84,895



Status : Original


Original Current






0.5 MI W OF W LIM RANDOLPH TOW LIM RANDOLPH

Termini 0.5 MI W OF W LIM RANDOLPH TOW LIM RANDOLPH













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 610216.45 / 60 * 25 *1.1

$139,841


0.5 * 2112 * 50.46 / 20 * 25 $66,607


0.5 * 27775.28 / 60 * 25 $5,787


$0 + $139,841 + $66,607 +$5,787

$212,235



Status : Original


Original Current

RANDOLPH Municipality RANDOLPH





W LIM RANDOLPH TO CO RD 83 Termini W LIM RANDOLPH TO CO RD 83













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1338847.76 / 60 * 25 *1.1

$306,819


0.5 * 2376 * 50.46 / 20 * 25 $74,933


0.5 * 26957.9 / 60 * 25 $5,616


$0 + $306,819 + $74,933 +$5,616

$387,368



Status : Original


Original Current

RANDOLPH Municipality RANDOLPH





COUNTY ROAD 83 TO TH 56 Termini COUNTY ROAD 83 TO TH 56













Segment Override


Status: Original

Original Current


184959N USDOT Number 184959N


2 Mainline Tracks 2




Last Year Surfaced


Comments


Status: Original

Original Current


184960H USDOT Number 184960H


0 Mainline Tracks 0


Last Year Protection Upgraded


Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2720279.15 / 60 * 25 *1.15

$651,734


0.5 * 2904 * 50.46 / 15 * 25 $122,113


0.5 * 386793.3 / 60 * 25 $80,582


1500 / 25 * 25 $1,500


54 * 1350 / 25 * 25 $72,900


1500 / 25 * 25 $1,500


35 * 1350 / 25 * 25 $47,250

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

$0 + $651,734 + $122,113+ $80,582 + $1,500 +$72,900 + $1,500 + $47,250

$977,579



Status : Revised


Original Current






TH 56 TO 2.6 MILES EAST Termini TH 56 TO 2.6 MILES EAST












Segment Override


Status: Revised

Original Current


185246J USDOT Number 185246J


1 Mainline Tracks 1






2016 SP 19-00144 FLASH LIGHTS &GATES

Comments 2016 SP 19-00144 FLASH LIGHTS &GATES



Computation Result


0 * 56250 / 40 * 25 $0


2.6 * 1338847.76 / 60 * 25 *1.1

$1,595,460


2.6 * 2376 * 50.46 / 20 * 25 $389,652


2.6 * 26957.9 / 60 * 25 $29,204


325000 / 25 * 25 $325,000


48 * 1350 / 25 * 25 $64,800


$0 + $1,595,460 + $389,652+ $29,204 + $325,000 +$64,800

$2,404,116



Status : Original


Original Current






2.6 MI E OF TH 56 TO TH 52 Termini 2.6 MI E OF TH 56 TO TH 52










REVISED CONC ARCH TO BOXCULVERT 2005SURF CONST SAP 19-688-05,2010

Comments REVISED CONC ARCH TO BOXCULVERT 2005SURF CONST SAP 19-688-05,2010


Segment Override


Original Current





Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.9 * 1338847.76 / 60 * 25 *1.1

$1,165,913


1.9 * 2376 * 50.46 / 20 * 25 $284,746


1.9 * 26957.9 / 60 * 25 $21,342


131 * 194.99988879 * 15.47/ 100 * 25 * 1.15

$113,615


$0 + $1,165,913 + $284,746+ $21,342 + $113,615

$1,585,616



Status : Original


Original Current






TH 52 TO E CO LINE Termini TH 52 TO E CO LINE










SURF CONST SAP 19-688-05,2010 Comments SURF CONST SAP 19-688-05,2010


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1338847.76 / 60 * 25 *1.1

$122,728


0.2 * 2376 * 50.46 / 20 * 25 $29,973


0.2 * 26957.9 / 60 * 25 $2,246


$0 + $122,728 + $29,973 +$2,246

$154,947



Status : Original


Original Current






ALONG GOODHUE DAKOTA COLINE

Termini ALONG GOODHUE DAKOTA COLINE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 610216.45 / 60 * 25 *1.1

$55,937


0.2 * 2112 * 50.46 / 20 * 25 $26,643


0.2 * 27775.28 / 60 * 25 $2,315


$0 + $55,937 + $26,643 +$2,315

$84,895



Status : Original


Original Current






GOODHUE CO LINE TO 1.3 MI N Termini GOODHUE CO LINE TO 1.3 MI N










Comments


Segment Override



Computation Result


1.3 * 305108.23 / 60 * 25 *1.1

$181,794


1.3 * 546 * 10.3 / 2 * 25 $91,387


1.3 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$181,794 + $91,387 + $0 $273,181



Status : Original


Original Current






1.3 MI N OF S CO LINE TO 2.0 MI STH 61

Termini 1.3 MI N OF S CO LINE TO 2.0 MI STH 61










REVISED CONC ARCH TO BOXCULVERT 2005REVISED LENGTH OF BOX CULVPER STATE AID

Comments REVISED CONC ARCH TO BOXCULVERT 2005REVISED LENGTH OF BOX CULVPER STATE AID


Segment Override


Original Current


1.92 Milepoint 1.92





14 Culvert Width 14





Comments



Original Current


1.8 Milepoint 1.8



Type of Service


6 Culvert Width 6

4 Culvert Height 4




Comments



Original Current


1.75 Milepoint 1.75


TROUT BROOK Feature Crossed TROUT BROOK

Type of Service


8 Culvert Width 8

6 Culvert Height 6




Comments



Original Current


2.53 Milepoint 2.53



Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


1.5 * 305108.23 / 60 * 25 *1.1

$209,762


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


1.5 * 0 / 60 * 25 $0


52 * 332 * 15.47 / 100 * 25 *1.15

$76,784


29 * 39.99972879 * 15.47 /100 * 25 * 1.15

$5,159


30 * 95.99999493 * 15.47 /100 * 25 * 1.15

$12,809


35 * 50.00046828 * 15.47 /100 * 25 * 1.15

$7,783

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

$209,762 + $105,446 + $0+ $76,784 + $5,159 +$12,809 + $7,783

$417,743



Status : Original


Original Current






2.0 MI S TH 61 TO 250TH STREET Termini 2.0 MI S TH 61 TO 250TH STREET










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 610216.45 / 60 * 25 *1.1

$251,714


0.9 * 2112 * 50.46 / 20 * 25 $119,893


0.9 * 27775.28 / 60 * 25 $10,416


$0 + $251,714 + $119,893+ $10,416

$382,023



Status : Original


Original Current






250TH STREET TO S LIMMIESVILLE

Termini 250TH STREET TO S LIMMIESVILLE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 610216.45 / 60 * 25 *1.1

$27,968


0.1 * 2112 * 50.46 / 20 * 25 $13,321


0.1 * 27775.28 / 60 * 25 $1,157


$0 + $27,968 + $13,321 +$1,157

$42,446



Status : Original


Original Current

MIESVILLE Municipality MIESVILLE





S LIM MIESVILLE TO 0.4 MI S OFTH 61

Termini S LIM MIESVILLE TO 0.4 MI S OFTH 61










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 610216.45 / 60 * 25 *1.1

$139,841


0.5 * 2112 * 50.46 / 20 * 25 $66,607


0.5 * 27775.28 / 60 * 25 $5,787


$0 + $139,841 + $66,607 +$5,787

$212,235



Status : Original


Original Current






0.4 MI S OF TH 61 TO TH 61 Termini 0.4 MI S OF TH 61 TO TH 61










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 610216.45 / 60 * 25 *1.1

$111,873


0.4 * 2112 * 50.46 / 20 * 25 $53,286


0.4 * 27775.28 / 60 * 25 $4,629


$0 + $111,873 + $53,286 +$4,629

$169,788



Status : Original


Original Current






TH 61 TO N LIM MIESVILLE Termini TH 61 TO N LIM MIESVILLE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 610216.45 / 60 * 25 *1.1

$139,841


0.5 * 2112 * 50.46 / 20 * 25 $66,607


0.5 * 27775.28 / 60 * 25 $5,787


$0 + $139,841 + $66,607 +$5,787

$212,235



Status : Original


Original Current






N LIM MIESVILLE TO CO RD 76 Termini N LIM MIESVILLE TO CO RD 76










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 610216.45 / 60 * 25 *1.1

$139,841


0.5 * 2112 * 50.46 / 20 * 25 $66,607


0.5 * 27775.28 / 60 * 25 $5,787


$0 + $139,841 + $66,607 +$5,787

$212,235



Status : Original


Original Current






CO RD 76 TO 1.5 MI NORTH Termini CO RD 76 TO 1.5 MI NORTH










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 610216.45 / 60 * 25 *1.1

$419,524


1.5 * 2112 * 50.46 / 20 * 25 $199,822


1.5 * 27775.28 / 60 * 25 $17,360


$0 + $419,524 + $199,822+ $17,360

$636,706



Status : Original


Original Current






1.5 MI N OF CO RD 76 TO CO RD 62 Termini 1.5 MI N OF CO RD 76 TO CO RD 62










PARTIAL SEGMENT 2.0 MILES210TH ST TO CR 62 SURF CONSTW/LOCAL FUNDS 2010

Comments PARTIAL SEGMENT 2.0 MILES210TH ST TO CR 62 SURF CONSTW/LOCAL FUNDS 2010


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.6 * 610216.45 / 60 * 25 *1.1

$727,175


2.6 * 2112 * 50.46 / 20 * 25 $346,357


2.6 * 27775.28 / 60 * 25 $30,090


$0 + $727,175 + $346,357+ $30,090

$1,103,622



Status : Original


Original Current






CO RD 62 TO 0.80 MILES NORTH Termini CO RD 62 TO 0.80 MILES NORTH













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 610216.45 / 60 * 25 *1.1

$223,746


0.8 * 2112 * 50.46 / 20 * 25 $106,572


0.8 * 27775.28 / 60 * 25 $9,258


$0 + $223,746 + $106,572+ $9,258

$339,576



Status : Original


Original Current






0.80 MILES NORTH OF CO. RD. 62TO TH 316

Termini 0.80 MILES NORTH OF CO. RD. 62TO TH 316













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 610216.45 / 60 * 25 *1.1

$83,905


0.3 * 2112 * 50.46 / 20 * 25 $39,964


0.3 * 27775.28 / 60 * 25 $3,472


$0 + $83,905 + $39,964 +$3,472

$127,341



Status : Original


Original Current






TH 316 TO CITY OF HASTINGSSOUTH LIMITS

Termini TH 316 TO CITY OF HASTINGSSOUTH LIMITS














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.1 * 610216.45 / 60 * 25 *1.1

$587,333


2.1 * 2112 * 50.46 / 20 * 25 $279,750


2.1 * 27775.28 / 60 * 25 $24,303


$0 + $587,333 + $279,750+ $24,303

$891,386



Status : Original


Original Current


1 Segment Length 1




HASTINGS SO. CITY LIMITS TOCSAH 54

Termini HASTINGS SO. CITY LIMITS TOCSAH 54














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 610216.45 / 60 * 25 * 1.1 $279,683


1 * 2112 * 50.46 / 20 * 25 $133,214


1 * 27775.28 / 60 * 25 $11,573


$0 + $279,683 + $133,214+ $11,573

$424,470

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

Documents

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