SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : NORMAN Segment Nbr : 054-601-030 Original Current Unassigned/Unknown Municipality Unassigned/Unknown 1

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : NORMAN Segment Nbr : 054-601-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

8.1 Segment Length 8.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 9 TO CSAH 30 Termini TH 9 TO CSAH 30

150 Present AADT 150

2012 Year of Count 2016

1 Projection Factor 1

150 Projected Traffic 150

RURAL Design Type RURAL

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

2012 Latest Year SA funds 2012

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2012 SP 054-601-009 M&OL Comments 2012 SP 054-601-009 M&OL

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

8.1 * 430267.41 / 60 * 25 *1.1

$1,597,368

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

8.1 * 2112 * 47.22 / 20 * 25 $1,009,752

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

8.1 * 16760.44 / 60 * 25 $56,566

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,597,368 +$1,009,752 + $56,566

$2,663,686



Status : Original


Original Current






CSAH 30 TO TH 32 Termini CSAH 30 TO TH 32



1.2 Projection Factor 1







2012 SP 054-601-009 M&OL Comments 2012 SP 054-601-009 M&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.1 * 430267.41 / 60 * 25 *1.1

$808,544


4.1 * 2112 * 47.22 / 20 * 25 $511,109


4.1 * 16760.44 / 60 * 25 $28,632


$0 + $808,544 + $511,109+ $28,632

$1,348,285



Status : Original


Original Current


1 Segment Length 1

AGGREGATE SURF Existing Surface Type AGGREGATE SURF



TH 32 TO 1.0 MI E Termini TH 32 TO 1.0 MI E










2012 SP 054-601-009, PHASE 2PAVING2010 PHASE 1 GRADING, SP 54-601-008

Comments 2012 SP 054-601-009, PHASE 2PAVING2010 PHASE 1 GRADING, SP 54-601-008


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 430267.41 / 60 * 25 * 1.1 $197,206


1 * 2112 * 47.22 / 20 * 25 $124,661


1 * 16760.44 / 60 * 25 $6,984


$0 + $197,206 + $124,661+ $6,984

$328,851



Status : Original


Original Current


3 Segment Length 3




1.0 MI E OF TH 32 TO CSAH 34 (1MI S OF COUNTY LINE)

Termini 1.0 MI E OF TH 32 TO CSAH 34 (1MI S OF COUNTY LINE)










2012 SP 054-601-009, PHASE 2PAVING2010 PHASE 1 GRADING, SP 54-601-008THIS IS OLD SEGMENT NUMBER080 WHICH IS DELETED.

Comments 2012 SP 054-601-009, PHASE 2PAVING2010 PHASE 1 GRADING, SP 54-601-008THIS IS OLD SEGMENT NUMBER080 WHICH IS DELETED.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 430267.41 / 60 * 25 * 1.1 $591,618


3 * 2112 * 47.22 / 20 * 25 $373,982


3 * 16760.44 / 60 * 25 $20,951


$0 + $591,618 + $373,982+ $20,951

$986,551



Status : Original


Original Current


1 Segment Length 1




CSAH 34 TO CO RD 105 Termini CSAH 34 TO CO RD 105










2012 SP 054-601-009 M&OL

NEW SEGMENT IN 2008

2010 PHASE 1 GRADING, SP 54-601-008

Comments 2012 SP 054-601-009 M&OL

NEW SEGMENT IN 2008



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 430267.41 / 60 * 25 * 1.1 $197,206


1 * 2112 * 47.22 / 20 * 25 $124,661


1 * 16760.44 / 60 * 25 $6,984


$0 + $197,206 + $124,661+ $6,984

$328,851



Status : Original


Original Current


2 Segment Length 2




CO RD 105 TO CSAH 36 Termini CO RD 105 TO CSAH 36










2012 SP 054-601-009 M&OL

NEW SEGMENT IN 2008


Comments 2012 SP 054-601-009 M&OL

NEW SEGMENT IN 2008



Segment Override

Culvert Information Status: Original

Original Current

54J22 Structure Number 54J22

1 Milepoint 1

2013 Year Built 2013

stream Feature Crossed stream

Type of Service

1 Number of Barrels 1

14.08 Culvert Width 14.08

8.83 Culvert Height 8.83

78 Culvert Length 78

99 Area of Waterway Opening 99

100% Shared Structure 100%

STRUCTURE ADD REQUEST TOMK 10.2014

Comments STRUCTURE ADD REQUEST TOMK 10.2014

1 Culvert Group Code 1



Computation Result


0 * 56250 / 40 * 25 $0


2 * 430267.41 / 60 * 25 * 1.1 $394,412


2 * 2112 * 47.22 / 20 * 25 $249,322


2 * 16760.44 / 60 * 25 $13,967

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

78 * 99 * 15.47 / 100 * 25 *1.15

$34,345

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

$0 + $394,412 + $249,322+ $13,967 + $34,345

$692,046



Status : Original


Original Current


3 Segment Length 3




CSAH 36 TO E. CO. LINE Termini CSAH 36 TO E. CO. LINE

40 Present AADT 40









NEW SEGMENT IN 2008 Comments NEW SEGMENT IN 2008


Segment Override

Bridge Information Status: Original

Original Current

54530 Structure Number 54530

20.164 Milepoint 20.164


SAND HILL RIVER Feature Crossed SAND HILL RIVER

Type of Service

Number of Spans

134.3 Bridge Length 134.3

35 Bridge Width 35


Comments

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



Computation Result


3 * 215133.71 / 60 * 25 * 1.1 $295,809


3 * 546 * 10.3 / 2 * 25 $210,893


3 * 0 / 60 * 25 $0

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

134.3 * 35 * 152 / 80 * 25 *1.15

$256,765

Total Segment Cost Construction +Preservation + ROW +Bridge

$295,809 + $210,893 + $0+ $256,765

$763,467



Status : Original


Original Current


2 Segment Length 2





150 Present AADT 90









Comments


Segment Override


Original Current


1.47 Milepoint 1.47


WILD RICE RIVER Feature Crossed WILD RICE RIVER

Type of Service

Number of Spans


33.6 Bridge Width 33.6


Comments




Computation Result


0 * 56250 / 40 * 25 $0


2 * 430267.41 / 60 * 25 * 1.1 $394,412


2 * 2112 * 47.22 / 20 * 25 $249,322


2 * 16760.44 / 60 * 25 $13,967


148.8 * 33.6 * 152 / 80 * 25* 1.15

$273,108

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

$0 + $394,412 + $249,322+ $13,967 + $273,108

$930,809



Status : Original


Original Current






W CO LINE TO W LIMS SHELLY Termini W CO LINE TO W LIMS SHELLY










Comments


Segment Override


Original Current


1.22 Milepoint 1.22


MARSH RIVER Feature Crossed MARSH RIVER

Type of Service

0 Number of Spans 0

288 Bridge Length 288



Comments

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


Original Current


Milepoint


RED RIVER OF THE NORTH Feature Crossed RED RIVER OF THE NORTH

Type of Service

Number of Spans


26 Bridge Width 26


Comments


RailRoadCrossingInformation

Status: Original

Original Current

BURLINGTON NORTHERN SANTAFE RAILWAY

RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY

071493J USDOT Number 071493J

0.4 Located at Milepoint 0.4

1 Mainline Tracks 1

SIGNS ONLY Protection Type SIGNS ONLY

Last Year Protection Upgraded

30 Crossing Length 30

Last Year Surfaced

100% Percentage of Cost 100%

Comments



Computation Result


0 * 56250 / 40 * 25 $0


1.6 * 430267.41 / 60 * 25 *1.1

$315,529


1.6 * 2112 * 47.22 / 20 * 25 $199,457


1.6 * 16760.44 / 60 * 25 $11,174


288 * 39.3 * 138 / 80 * 25 *1.15

$561,322


447 * 26 * 138 / 80 * 25 *1.15

$576,379

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

1500 / 25 * 25 $1,500

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

30 * 1350 / 25 * 25 $40,500

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

$0 + $315,529 + $199,457+ $11,174 + $561,322 +$576,379 + $1,500 +$40,500

$1,705,861



Status : Original


Original Current

SHELLY Municipality SHELLY





W LIM TO TH 75 Termini W LIM TO TH 75










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.16 * 430267.41 / 60 * 25 *1.1

$31,553


0.16 * 2112 * 47.22 / 20 * 25 $19,946


0.16 * 16760.44 / 60 * 25 $1,117


$0 + $31,553 + $19,946 +$1,117

$52,616



Status : Original


Original Current






TH 75 TO E LIMS SHELLY Termini TH 75 TO E LIMS SHELLY










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 430267.41 / 60 * 25 *1.1

$39,441


0.2 * 2112 * 47.22 / 20 * 25 $24,932


0.2 * 16760.44 / 60 * 25 $1,397


$0 + $39,441 + $24,932 +$1,397

$65,770



Status : Original


Original Current


4 Segment Length 4




E LIMS SHELLY TO 3 MI W OF CR126

Termini E LIMS SHELLY TO 3 MI W OF CR126










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4 * 430267.41 / 60 * 25 * 1.1 $788,824


4 * 2112 * 47.22 / 20 * 25 $498,643


4 * 16760.44 / 60 * 25 $27,934


$0 + $788,824 + $498,643+ $27,934

$1,315,401



Status : Original


Original Current


6 Segment Length 6




3.0 MI W OF CO RD 126 TO 1.0 MI EOF CSAH 18

Termini 3.0 MI W OF CO RD 126 TO 1.0 MI EOF CSAH 18










COMBINED WITH 031IN 2005 Comments COMBINED WITH 031IN 2005


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


6 * 430267.41 / 60 * 25 * 1.1 $1,183,235


6 * 2112 * 47.22 / 20 * 25 $747,965


6 * 16760.44 / 60 * 25 $41,901


$0 + $1,183,235 + $747,965+ $41,901

$1,973,101



Status : Original


Original Current


1 Segment Length 1




1.0 MI E OF CSAH 18 TO 2.0 MI WOF TH 9

Termini 1.0 MI E OF CSAH 18 TO 2.0 MI WOF TH 9










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 430267.41 / 60 * 25 * 1.1 $197,206


1 * 2112 * 47.22 / 20 * 25 $124,661


1 * 16760.44 / 60 * 25 $6,984


$0 + $197,206 + $124,661+ $6,984

$328,851



Status : Original


Original Current


2 Segment Length 2




2.0 MI W OF TH 9 TO TH 9 Termini 2.0 MI W OF TH 9 TO TH 9










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 430267.41 / 60 * 25 * 1.1 $394,412


2 * 2112 * 47.22 / 20 * 25 $249,322


2 * 16760.44 / 60 * 25 $13,967


$0 + $394,412 + $249,322+ $13,967

$657,701



Status : Original


Original Current






CSAH 39 TO 2.2 MI N Termini CSAH 39 TO 2.2 MI N










2010 OVERLAY, SAP 54-604-010 Comments 2010 OVERLAY, SAP 54-604-010


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.2 * 430267.41 / 60 * 25 *1.1

$433,853


2.2 * 2112 * 47.22 / 20 * 25 $274,254


2.2 * 16760.44 / 60 * 25 $15,364


$0 + $433,853 + $274,254+ $15,364

$723,471



Status : Original


Original Current






2.2 MI N TO 2.8 MI N OF CSAH 39 Termini 2.2 MI N TO 2.8 MI N OF CSAH 39












Segment Override


Original Current


2.46 Milepoint 2.46



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 430267.41 / 60 * 25 *1.1

$118,324


0.6 * 2112 * 47.22 / 20 * 25 $74,796


0.6 * 16760.44 / 60 * 25 $4,190


390.9 * 35.3 * 138 / 80 * 25* 1.15

$684,333


$0 + $118,324 + $74,796 +$4,190 + $684,333

$881,643



Status : Original


Original Current






2.8 MI N TO 3.0 MI N CSAH 39 Termini 2.8 MI N TO 3.0 MI N CSAH 39












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 430267.41 / 60 * 25 *1.1

$39,441


0.2 * 2112 * 47.22 / 20 * 25 $24,932


0.2 * 16760.44 / 60 * 25 $1,397


$0 + $39,441 + $24,932 +$1,397

$65,770



Status : Original


Original Current


3 Segment Length 3




3.0 MI N CSAH 39 TO CSAH 25 Termini 3.0 MI N CSAH 39 TO CSAH 25












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 430267.41 / 60 * 25 * 1.1 $591,618


3 * 2112 * 47.22 / 20 * 25 $373,982


3 * 16760.44 / 60 * 25 $20,951


$0 + $591,618 + $373,982+ $20,951

$986,551



Status : Original


Original Current


1 Segment Length 1





154 Present AADT 20









Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 430267.41 / 60 * 25 * 1.1 $197,206


1 * 2112 * 47.22 / 20 * 25 $124,661


1 * 16760.44 / 60 * 25 $6,984


$0 + $197,206 + $124,661+ $6,984

$328,851



Status : Original


Original Current


4 Segment Length 4





30 Present AADT 30









Comments


Segment Override


Original Current


8.51 Milepoint 8.51


STREAM Feature Crossed STREAM

STREAM CROSSING Type of Service STREAM CROSSING


Culvert Width

Culvert Height


99.99986017 Area of Waterway Opening 99.99986017


Comments




Computation Result


4 * 215133.71 / 60 * 25 * 1.1 $394,412


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


4 * 0 / 60 * 25 $0


48 * 99.99986017 * 15.47 /100 * 25 * 1.15

$21,349

Total Segment Cost Construction +Preservation + ROW +Culvert

$394,412 + $281,190 + $0+ $21,349

$696,951



Status : Original


Original Current


2 Segment Length 2




SO CO LINE TO CASH 39 Termini SO CO LINE TO CASH 39

60 Present AADT 65









UNDELETED PORTION OFSEGMENT 606-010.

Comments UNDELETED PORTION OFSEGMENT 606-010.


Segment Override



Computation Result


2 * 215133.71 / 60 * 25 * 1.1 $197,206


2 * 546 * 10.3 / 2 * 25 $140,595


2 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$197,206 + $140,595 + $0 $337,801



Status : Original


Original Current


4 Segment Length 4














Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4 * 430267.41 / 60 * 25 * 1.1 $788,824


4 * 2112 * 47.22 / 20 * 25 $498,643


4 * 16760.44 / 60 * 25 $27,934


$0 + $788,824 + $498,643+ $27,934

$1,315,401



Status : Original


Original Current


3 Segment Length 3




CSAH 34 TO CSAH 36 Termini CSAH 34 TO CSAH 36










SAP 54-607-007, 2007 SURFACED Comments SAP 54-607-007, 2007 SURFACED


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 430267.41 / 60 * 25 * 1.1 $591,618


3 * 2112 * 47.22 / 20 * 25 $373,982


3 * 16760.44 / 60 * 25 $20,951


$0 + $591,618 + $373,982+ $20,951

$986,551



Status : Original


Original Current






1 MI S OF CSAH 11 TO CSAH 11 Termini 1 MI S OF CSAH 11 TO CSAH 11

15 Present AADT 15









UNDELETED PORTION OFSEGMENT 608-020.

Comments UNDELETED PORTION OFSEGMENT 608-020.


Segment Override



Computation Result


0.9 * 215133.71 / 60 * 25 *1.1

$88,743


0.9 * 546 * 10.3 / 2 * 25 $63,268


0.9 * 0 / 60 * 25 $0


$88,743 + $63,268 + $0 $152,011



Status : Original


Original Current


3 Segment Length 3




CSAH 36 TO E CO LINE Termini CSAH 36 TO E CO LINE










2012 SAP 054-609-007 Comments 2012 SAP 054-609-007


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 430267.41 / 60 * 25 * 1.1 $591,618


3 * 2112 * 47.22 / 20 * 25 $373,982


3 * 16760.44 / 60 * 25 $20,951


$0 + $591,618 + $373,982+ $20,951

$986,551



Status : Original


Original Current


7 Segment Length 7





50 Present AADT 60











Segment Override


Original Current


1.055 Milepoint 1.055




3 Number of Spans 3




Comments




Computation Result


7 * 215133.71 / 60 * 25 * 1.1 $690,221


7 * 546 * 10.3 / 2 * 25 $492,083


7 * 0 / 60 * 25 $0


275 * 35.3 * 138 / 80 * 25 *1.15

$481,431


$690,221 + $492,083 + $0+ $481,431

$1,663,735



Status : Original


Original Current


2 Segment Length 2
















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 430267.41 / 60 * 25 * 1.1 $394,412


2 * 2112 * 47.22 / 20 * 25 $249,322


2 * 16760.44 / 60 * 25 $13,967


$0 + $394,412 + $249,322+ $13,967

$657,701



Status : Original


Original Current






TH 200 TO S JCT CO RD 147 Termini TH 200 TO S JCT CO RD 147










Comments


Segment Override


Original Current


12.602 Milepoint 12.602



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.7 * 430267.41 / 60 * 25 *1.1

$729,662


3.7 * 2112 * 47.22 / 20 * 25 $461,245


3.7 * 16760.44 / 60 * 25 $25,839


143 * 26.5 * 152 / 80 * 25 *1.15

$207,001


$0 + $729,662 + $461,245+ $25,839 + $207,001

$1,423,747



Status : Original


Original Current






S JCT CO RD 147 TO 0.5 MI S OFCSAH NO 19

Termini S JCT CO RD 147 TO 0.5 MI S OFCSAH NO 19

156 Present AADT 60









Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 430267.41 / 60 * 25 *1.1

$98,603


0.5 * 2112 * 47.22 / 20 * 25 $62,330


0.5 * 16760.44 / 60 * 25 $3,492


$0 + $98,603 + $62,330 +$3,492

$164,425



Status : Original


Original Current






0.5 MI S OF CSAH NO 19 TO CSAHNO 19

Termini 0.5 MI S OF CSAH NO 19 TO CSAHNO 19

156 Present AADT 60









Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 430267.41 / 60 * 25 *1.1

$98,603


0.5 * 2112 * 47.22 / 20 * 25 $62,330


0.5 * 16760.44 / 60 * 25 $3,492


$0 + $98,603 + $62,330 +$3,492

$164,425



Status : Original


Original Current






TH 75 TO 0.90 MILES EAST Termini TH 75 TO 0.90 MILES EAST

90 Present AADT 90









Comments


Segment Override



Computation Result


0.9 * 215133.71 / 60 * 25 *1.1

$88,743


0.9 * 546 * 10.3 / 2 * 25 $63,268


0.9 * 0 / 60 * 25 $0


$88,743 + $63,268 + $0 $152,011



Status : Original


Original Current






0.90 MILES EAST OF TH 75 TO 0.40MILES EAST OF MARSH RIVER

Termini 0.90 MILES EAST OF TH 75 TO 0.40MILES EAST OF MARSH RIVER

90 Present AADT 90









COMBINED WITH SEG 030 IN 2005 Comments COMBINED WITH SEG 030 IN 2005


Segment Override


Original Current


1.33 Milepoint 1.33



Type of Service


0 Culvert Width 0

0 Culvert Height 0




Comments




Computation Result


0.8 * 215133.71 / 60 * 25 *1.1

$78,882


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


0.8 * 0 / 60 * 25 $0


176 * 1104.00047989 *15.47 / 100 * 25 * 1.15

$864,192


$78,882 + $56,238 + $0 +$864,192

$999,312



Status : Original


Original Current






0.40 MILES EAST OF MARSHRIVER TO CSAH 8

Termini 0.40 MILES EAST OF MARSHRIVER TO CSAH 8

90 Present AADT 90









Comments


Segment Override



Computation Result


3.9 * 215133.71 / 60 * 25 *1.1

$384,552


3.9 * 546 * 10.3 / 2 * 25 $274,160


3.9 * 0 / 60 * 25 $0


$384,552 + $274,160 + $0 $658,712



Status : Original


Original Current


2 Segment Length 2




FROM S CO LINE TO CSAH 39 Termini FROM S CO LINE TO CSAH 39










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 430267.41 / 60 * 25 * 1.1 $394,412


2 * 2112 * 47.22 / 20 * 25 $249,322


2 * 16760.44 / 60 * 25 $13,967


$0 + $394,412 + $249,322+ $13,967

$657,701



Status : Original


Original Current


3 Segment Length 3





156 Present AADT 60









Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 430267.41 / 60 * 25 * 1.1 $591,618


3 * 2112 * 47.22 / 20 * 25 $373,982


3 * 16760.44 / 60 * 25 $20,951


$0 + $591,618 + $373,982+ $20,951

$986,551



Status : Original


Original Current


4 Segment Length 4





60 Present AADT 60









Comments


Segment Override


Original Current


4.7 Milepoint 4.7


SPRING CREEK Feature Crossed SPRING CREEK

Type of Service


12 Culvert Width 12

6 Culvert Height 6




Comments




Computation Result


4 * 215133.71 / 60 * 25 * 1.1 $394,412


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


4 * 0 / 60 * 25 $0


92 * 144.00053059 * 15.47 /100 * 25 * 1.15

$58,922


$394,412 + $281,190 + $0+ $58,922

$734,524



Status : Original


Original Current


4 Segment Length 4





50 Present AADT 50









NEW IN 2009 Comments NEW IN 2009


Segment Override



Computation Result


4 * 215133.71 / 60 * 25 * 1.1 $394,412


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


4 * 0 / 60 * 25 $0


$394,412 + $281,190 + $0 $675,602



Status : Original


Original Current







30 Present AADT 25









COMBINED WITH SEG 020 IN 2005 Comments COMBINED WITH SEG 020 IN 2005


Segment Override


Original Current


2.04 Milepoint 2.04


S BR WILD RICE RIVER Feature Crossed S BR WILD RICE RIVER

Type of Service

Number of Spans




Comments



Original Current


0.69 Milepoint 0.69


CO DITCH # 20 Feature Crossed CO DITCH # 20



Culvert Width

Culvert Height




Comments




Computation Result


2.9 * 215133.71 / 60 * 25 *1.1

$285,949


2.9 * 546 * 10.3 / 2 * 25 $203,863


2.9 * 0 / 60 * 25 $0


100.5 * 33.6 * 152 / 80 * 25* 1.15

$184,458


60 * 56.00026614 * 15.47 /100 * 25 * 1.15

$14,944

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

$285,949 + $203,863 + $0+ $184,458 + $14,944

$689,214



Status : Original


Original Current







35 Present AADT 35









Comments


Segment Override



Computation Result


3.1 * 215133.71 / 60 * 25 *1.1

$305,669


3.1 * 546 * 10.3 / 2 * 25 $217,922


3.1 * 0 / 60 * 25 $0


$305,669 + $217,922 + $0 $523,591



Status : Original


Original Current


3 Segment Length 3





30 Present AADT 30











Segment Override



Computation Result


3 * 215133.71 / 60 * 25 * 1.1 $295,809


3 * 546 * 10.3 / 2 * 25 $210,893


3 * 0 / 60 * 25 $0


$295,809 + $210,893 + $0 $506,702



Status : Original


Original Current






TH 9 TO 1.50 MI N Termini TH 9 TO 1.50 MI N

153 Present AADT 45











Segment Override


Original Current


1.13 Milepoint 1.13


JUD DITCH # 53 Feature Crossed JUD DITCH # 53

Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 430267.41 / 60 * 25 *1.1

$295,809


1.5 * 2112 * 47.22 / 20 * 25 $186,991


1.5 * 16760.44 / 60 * 25 $10,475


35 * 60.00013138 * 15.47 /100 * 25 * 1.15

$9,340


$0 + $295,809 + $186,991+ $10,475 + $9,340

$502,615



Status : Original


Original Current


4 Segment Length 4




TH 75 TO COUNTY ROAD 114 Termini TH 75 TO COUNTY ROAD 114

35 Present AADT 35









Comments


Segment Override



Computation Result


4 * 215133.71 / 60 * 25 * 1.1 $394,412


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


4 * 0 / 60 * 25 $0


$394,412 + $281,190 + $0 $675,602



Status : Original


Original Current






CO ROAD 114 TO 0.2 MI NORTH Termini CO ROAD 114 TO 0.2 MI NORTH

30 Present AADT 30









Comments


Segment Override


Original Current


4.01 Milepoint 4.01




3 Number of Spans 3




Comments




Computation Result


0.2 * 215133.71 / 60 * 25 *1.1

$19,721


0.2 * 546 * 10.3 / 2 * 25 $14,060


0.2 * 0 / 60 * 25 $0


130 * 35.3 * 152 / 80 * 25 *1.15

$250,674


$19,721 + $14,060 + $0 +$250,674

$284,455



Status : Original


Original Current






0.2 MI NORTH OF CO ROAD 114TO CO RD 129

Termini 0.2 MI NORTH OF CO ROAD 114TO CO RD 129

20 Present AADT 20









Comments


Segment Override


Original Current


0 Milepoint 0


Feature Crossed



14 Culvert Width 14

14 Culvert Height 14




STRUCTURE R&R REQUEST TOMK, 10.2014

Comments STRUCTURE R&R REQUEST TOMK, 10.2014




Computation Result


0.8 * 215133.71 / 60 * 25 *1.1

$78,882


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


0.8 * 0 / 60 * 25 $0


40 * 68.2 * 15.47 / 100 * 25* 1.15

$12,133


$78,882 + $56,238 + $0 +$12,133

$147,253



Status : Original


Original Current






1.0 M N CO ROAD 114 TO CSAH 8 Termini 1.0 M N CO ROAD 114 TO CSAH 8

20 Present AADT 20











Segment Override



Computation Result


1.5 * 215133.71 / 60 * 25 *1.1

$147,904


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


1.5 * 0 / 60 * 25 $0


$147,904 + $105,446 + $0 $253,350



Status : Revised


Original Current
















2016 SAP 054-618-015 M&OL Comments 2016 SAP 054-618-015 M&OL


Segment Override


Original Current


1.98 Milepoint 1.98



Type of Service

Number of Spans


35 Bridge Width 35


Comments



Original Current


2.11 Milepoint 2.11



Type of Service


14 Culvert Width 14





Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.1 * 430267.41 / 60 * 25 *1.1

$611,338


3.1 * 2112 * 47.22 / 20 * 25 $386,448


3.1 * 16760.44 / 60 * 25 $21,649


110 * 35 * 152 / 80 * 25 *1.15

$210,306


108 * 98.99989386 * 15.47 /100 * 25 * 1.15

$47,554

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

$0 + $611,338 + $386,448+ $21,649 + $210,306 +$47,554

$1,277,295



Status : Revised


Original Current


1 Segment Length 1




CSAH 21 TO CR 147 Termini CSAH 21 TO CR 147












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 430267.41 / 60 * 25 * 1.1 $197,206


1 * 2112 * 47.22 / 20 * 25 $124,661


1 * 16760.44 / 60 * 25 $6,984


$0 + $197,206 + $124,661+ $6,984

$328,851



Status : Revised


Original Current


1 Segment Length 1




CR 147 TO CSAH 19 Termini CR 147 TO CSAH 19












Segment Override


Original Current


5.1 Milepoint 5.1


STATE DITCH # 68 Feature Crossed STATE DITCH # 68

Type of Service

Number of Spans


40 Bridge Width 40


Comments




Computation Result


0 * 56250 / 40 * 25 $0


1 * 430267.41 / 60 * 25 * 1.1 $197,206


1 * 2112 * 47.22 / 20 * 25 $124,661


1 * 16760.44 / 60 * 25 $6,984


94.2 * 40 * 152 / 80 * 25 *1.15

$205,827


$0 + $197,206 + $124,661+ $6,984 + $205,827

$534,678



Status : Original


Original Current


6 Segment Length 6














Comments


Segment Override


Original Current


9.1 Milepoint 9.1


JUD DITCH # 53,LAT # 2 Feature Crossed JUD DITCH # 53,LAT # 2

Type of Service

Number of Spans


32 Bridge Width 32


Comments



Original Current


10.1 Milepoint 10.1



Type of Service


14 Culvert Width 14





Comments




Computation Result


0 * 56250 / 40 * 25 $0


6 * 430267.41 / 60 * 25 * 1.1 $1,183,235


6 * 2112 * 47.22 / 20 * 25 $747,965


6 * 16760.44 / 60 * 25 $41,901


57.2 * 32 * 152 / 80 * 25 *1.15

$99,986


50 * 98.99989386 * 15.47 /100 * 25 * 1.15

$22,016


$0 + $1,183,235 + $747,965+ $41,901 + $99,986 +$22,016

$2,095,103



Status : Original


Original Current


3 Segment Length 3




CSAH 3 TO N CO LINE Termini CSAH 3 TO N CO LINE










SAP 54-618-014, 2007 SURFACED Comments SAP 54-618-014, 2007 SURFACED


Segment Override


Original Current





Type of Service


10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3 * 430267.41 / 60 * 25 * 1.1 $591,618


3 * 2112 * 47.22 / 20 * 25 $373,982


3 * 16760.44 / 60 * 25 $20,951


50 * 156.00012631 * 15.47 /100 * 25 * 1.15

$34,692


$0 + $591,618 + $373,982+ $20,951 + $34,692

$1,021,243



Status : Original


Original Current






TH 75 TO CR 104 Termini TH 75 TO CR 104












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 430267.41 / 60 * 25 *1.1

$118,324


0.6 * 2112 * 47.22 / 20 * 25 $74,796


0.6 * 16760.44 / 60 * 25 $4,190


$0 + $118,324 + $74,796 +$4,190

$197,310



Status : Original


Original Current


2 Segment Length 2




CR 104 TO CR 145 Termini CR 104 TO CR 145












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 430267.41 / 60 * 25 * 1.1 $394,412


2 * 2112 * 47.22 / 20 * 25 $249,322


2 * 16760.44 / 60 * 25 $13,967


$0 + $394,412 + $249,322+ $13,967

$657,701



Status : Original


Original Current


3 Segment Length 3




CR 145 TO 3.0 M E Termini CR 145 TO 3.0 M E












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 430267.41 / 60 * 25 * 1.1 $591,618


3 * 2112 * 47.22 / 20 * 25 $373,982


3 * 16760.44 / 60 * 25 $20,951


$0 + $591,618 + $373,982+ $20,951

$986,551



Status : Original


Original Current


2 Segment Length 2




3.0 M E OF CR 145 TO CSAH 10 Termini 3.0 M E OF CR 145 TO CSAH 10










2014 SAP 054-619-031BR# 54552

2012 SAP 054-619-029 M&OL

Comments 2014 SAP 054-619-031BR# 54552

2012 SAP 054-619-029 M&OL


Segment Override


Original Current


6.11 Milepoint 6.11



Type of Service

Number of Spans




Comments



Original Current


7.05 Milepoint 7.05


STATE DITCH # 68 Feature Crossed STATE DITCH # 68

Type of Service

1 Number of Spans 1




2014 SAP 054-619-031BR# 54552 Comments 2014 SAP 054-619-031BR# 54552




Computation Result


0 * 56250 / 40 * 25 $0


2 * 430267.41 / 60 * 25 * 1.1 $394,412


2 * 2112 * 47.22 / 20 * 25 $249,322


2 * 16760.44 / 60 * 25 $13,967


360 * 36.2 * 138 / 80 * 25 *1.15

$646,306


88.1 * 34.5 * 152 / 80 * 25 *1.15

$166,030

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

$0 + $394,412 + $249,322+ $13,967 + $646,306 +$166,030

$1,470,037



Status : Original


Original Current


2 Segment Length 2














REGRADED UNDER SAP 54-619-027

SURFACED 2008, SAP 54-619-028

Comments REGRADED UNDER SAP 54-619-027

SURFACED 2008, SAP 54-619-028


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 430267.41 / 60 * 25 * 1.1 $394,412


2 * 2112 * 47.22 / 20 * 25 $249,322


2 * 16760.44 / 60 * 25 $13,967


$0 + $394,412 + $249,322+ $13,967

$657,701



Status : Original


Original Current


5 Segment Length 5




CSAH 18 TO TH9 Termini CSAH 18 TO TH9









THTB-NOT ELIGIBLE FOR TBFUNDS

Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS

CO ORDER 93996 - RENUMBEREDTO CSAH 19, NOTE: 2 MILES NOTTHTB

SURFACED 2008, SAP 54-619-028

Comments CO ORDER 93996 - RENUMBEREDTO CSAH 19, NOTE: 2 MILES NOTTHTB

SURFACED 2008, SAP 54-619-028


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


5 * 430267.41 / 60 * 25 * 1.1 $986,029


5 * 2112 * 47.22 / 20 * 25 $623,304


5 * 16760.44 / 60 * 25 $34,918


$0 + $986,029 + $623,304+ $34,918

$1,644,251



Status : Original


Original Current
















SP 54-619-019, 2006 Comments SP 54-619-019, 2006


Segment Override


Original Current







10 Culvert Width 10

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.1 * 430267.41 / 60 * 25 *1.1

$808,544


4.1 * 2112 * 47.22 / 20 * 25 $511,109


4.1 * 16760.44 / 60 * 25 $28,632


62 * 139.99958896 * 15.47 /100 * 25 * 1.15

$38,605


$0 + $808,544 + $511,109+ $28,632 + $38,605

$1,386,890



Status : Original


Original Current


3 Segment Length 3














SP 54-619-019, 2006 Comments SP 54-619-019, 2006


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 430267.41 / 60 * 25 * 1.1 $591,618


3 * 2112 * 47.22 / 20 * 25 $373,982


3 * 16760.44 / 60 * 25 $20,951


$0 + $591,618 + $373,982+ $20,951

$986,551



Status : Original


Original Current


4 Segment Length 4














SP 54-619-019, 2006 Comments SP 54-619-019, 2006


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4 * 430267.41 / 60 * 25 * 1.1 $788,824


4 * 2112 * 47.22 / 20 * 25 $498,643


4 * 16760.44 / 60 * 25 $27,934


$0 + $788,824 + $498,643+ $27,934

$1,315,401



Status : Original


Original Current






TH 32 TO W LIM GARY Termini TH 32 TO W LIM GARY












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 430267.41 / 60 * 25 *1.1

$78,882


0.4 * 2112 * 47.22 / 20 * 25 $49,864


0.4 * 16760.44 / 60 * 25 $2,793


$0 + $78,882 + $49,864 +$2,793

$131,539



Status : Original


Original Current

GARY Municipality GARY





W LIM GARY TO MAIN ST Termini W LIM GARY TO MAIN ST












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.12 * 430267.41 / 60 * 25 *1.1

$23,665


0.12 * 2112 * 47.22 / 20 * 25 $14,959


0.12 * 16760.44 / 60 * 25 $838


$0 + $23,665 + $14,959 +$838

$39,462



Status : Original


Original Current






MAIN TO STRAND Termini MAIN TO STRAND












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 430267.41 / 60 * 25 *1.1

$49,301


0.25 * 2112 * 47.22 / 20 * 25 $31,165


0.25 * 16760.44 / 60 * 25 $1,746


$0 + $49,301 + $31,165 +$1,746

$82,212



Status : Original


Original Current






STRAND TO EAST LIMITS GARY Termini STRAND TO EAST LIMITS GARY












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 430267.41 / 60 * 25 *1.1

$39,441


0.2 * 2112 * 47.22 / 20 * 25 $24,932


0.2 * 16760.44 / 60 * 25 $1,397


$0 + $39,441 + $24,932 +$1,397

$65,770



Status : Original


Original Current


6 Segment Length 6




E LIM GARY TO CSAH 36 Termini E LIM GARY TO CSAH 36










Comments


Segment Override


Original Current




MASHAUG CREEK Feature Crossed MASHAUG CREEK

Type of Service


14 Culvert Width 14





Comments




Computation Result


0 * 56250 / 40 * 25 $0


6 * 430267.41 / 60 * 25 * 1.1 $1,183,235


6 * 2112 * 47.22 / 20 * 25 $747,965


6 * 16760.44 / 60 * 25 $41,901


64 * 98.99989386 * 15.47 /100 * 25 * 1.15

$28,180


$0 + $1,183,235 + $747,965+ $41,901 + $28,180

$2,001,281



Status : Original


Original Current


3 Segment Length 3




CSAH 36 TO EAST COUNTY LINE Termini CSAH 36 TO EAST COUNTY LINE

35 Present AADT 35









Comments


Segment Override



Computation Result


3 * 215133.71 / 60 * 25 * 1.1 $295,809


3 * 546 * 10.3 / 2 * 25 $210,893


3 * 0 / 60 * 25 $0


$295,809 + $210,893 + $0 $506,702



Status : Original


Original Current


3 Segment Length 3





25 Present AADT 35











Segment Override


Original Current





Type of Service

Number of Spans

52 Bridge Length 52

31 Bridge Width 31


Comments




Computation Result


3 * 215133.71 / 60 * 25 * 1.1 $295,809


3 * 546 * 10.3 / 2 * 25 $210,893


3 * 0 / 60 * 25 $0


52 * 31 * 152 / 80 * 25 *1.15

$88,056


$295,809 + $210,893 + $0+ $88,056

$594,758



Status : Original


Original Current






CSAH 33 TO 0.18 MI S WILD RICER

Termini CSAH 33 TO 0.18 MI S WILD RICER

25 Present AADT 35









Comments


Segment Override


Original Current





Type of Service

Number of Spans

26 Bridge Length 26



Comments




Computation Result


2.5 * 215133.71 / 60 * 25 *1.1

$246,507


2.5 * 546 * 10.3 / 2 * 25 $175,744


2.5 * 0 / 60 * 25 $0


26 * 27.5 * 152 / 80 * 25 *1.15

$39,057


$246,507 + $175,744 + $0+ $39,057

$461,308



Status : Original


Original Current


1 Segment Length 1




0.18 M S WILD RICE R TO CSAH 25 Termini 0.18 M S WILD RICE R TO CSAH 25

25 Present AADT 35









Comments


Segment Override


Original Current





Type of Service

Number of Spans




Comments




Computation Result


1 * 215133.71 / 60 * 25 * 1.1 $98,603


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


1 * 0 / 60 * 25 $0


130.8 * 31.8 * 152 / 80 * 25* 1.15

$227,209


$98,603 + $70,298 + $0 +$227,209

$396,110



Status : Original


Original Current
















Comments


Segment Override


Original Current


8.42 Milepoint 8.42



Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.6 * 430267.41 / 60 * 25 *1.1

$512,735


2.6 * 2112 * 47.22 / 20 * 25 $324,118


2.6 * 16760.44 / 60 * 25 $18,157


58 * 131.99985848 * 15.47 /100 * 25 * 1.15

$34,051


$0 + $512,735 + $324,118+ $18,157 + $34,051

$889,061



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.5 * 430267.41 / 60 * 25 *1.1

$690,221


3.5 * 2112 * 47.22 / 20 * 25 $436,313


3.5 * 16760.44 / 60 * 25 $24,442


$0 + $690,221 + $436,313+ $24,442

$1,150,976



Status : Original


Original Current


4 Segment Length 4




3.5 MI E TH 75 TO CSAH 10 Termini 3.5 MI E TH 75 TO CSAH 10










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4 * 430267.41 / 60 * 25 * 1.1 $788,824


4 * 2112 * 47.22 / 20 * 25 $498,643


4 * 16760.44 / 60 * 25 $27,934


$0 + $788,824 + $498,643+ $27,934

$1,315,401



Status : Original


Original Current


2 Segment Length 2














Comments


Segment Override


Original Current


7.79 Milepoint 7.79




3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2 * 430267.41 / 60 * 25 * 1.1 $394,412


2 * 2112 * 47.22 / 20 * 25 $249,322


2 * 16760.44 / 60 * 25 $13,967


157.5 * 35.3 * 138 / 80 * 25* 1.15

$275,729


$0 + $394,412 + $249,322+ $13,967 + $275,729

$933,430



Status : Original


Original Current


5 Segment Length 5




CSAH 19 TO CR 115 Termini CSAH 19 TO CR 115

156 Present AADT 60









Comments


Segment Override


Original Current


4.98 Milepoint 4.98



Type of Service

Number of Spans




Comments



Original Current


6.98 Milepoint 6.98



Type of Service


10 Culvert Width 10

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


5 * 430267.41 / 60 * 25 * 1.1 $986,029


5 * 2112 * 47.22 / 20 * 25 $623,304


5 * 16760.44 / 60 * 25 $34,918


42.5 * 31.3 * 152 / 80 * 25 *1.15

$72,665


80 * 58.00019876 * 15.47 /100 * 25 * 1.15

$20,637


$0 + $986,029 + $623,304+ $34,918 + $72,665 +$20,637

$1,737,553



Status : Original


Original Current






COUNTY ROAD 115 TO 0.3 MIEAST

Termini COUNTY ROAD 115 TO 0.3 MIEAST

75 Present AADT 75









Comments


Segment Override



Computation Result


0.3 * 215133.71 / 60 * 25 *1.1

$29,581


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


0.3 * 0 / 60 * 25 $0


$29,581 + $21,089 + $0 $50,670



Status : Original


Original Current






0.3 MI E CO RD 115 TO TH 9 Termini 0.3 MI E CO RD 115 TO TH 9

158 Present AADT 75









Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 430267.41 / 60 * 25 *1.1

$138,044


0.7 * 2112 * 47.22 / 20 * 25 $87,263


0.7 * 16760.44 / 60 * 25 $4,888


$0 + $138,044 + $87,263 +$4,888

$230,195



Status : Original


Original Current






TH 9 TO 2.0 MI E OF CSAH 24 Termini TH 9 TO 2.0 MI E OF CSAH 24










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


6.1 * 430267.41 / 60 * 25 *1.1

$1,202,956


6.1 * 2112 * 47.22 / 20 * 25 $760,431


6.1 * 16760.44 / 60 * 25 $42,599


$0 + $1,202,956 + $760,431+ $42,599

$2,005,986



Status : Original


Original Current


6 Segment Length 6




2.0 MI E OF CSAH 24 TO TH 32 Termini 2.0 MI E OF CSAH 24 TO TH 32










2013 SAP 054-623-005 OL Comments 2013 SAP 054-623-005 OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


6 * 430267.41 / 60 * 25 * 1.1 $1,183,235


6 * 2112 * 47.22 / 20 * 25 $747,965


6 * 16760.44 / 60 * 25 $41,901


$0 + $1,183,235 + $747,965+ $41,901

$1,973,101



Status : Original


Original Current


3 Segment Length 3





152 Present AADT 80









Comments


Segment Override


Original Current


0.01 Milepoint 0.01



OTHER Type of Service OTHER


10 Culvert Width 10

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3 * 430267.41 / 60 * 25 * 1.1 $591,618


3 * 2112 * 47.22 / 20 * 25 $373,982


3 * 16760.44 / 60 * 25 $20,951


54 * 52.0004009 * 15.47 /100 * 25 * 1.15

$12,489


$0 + $591,618 + $373,982+ $20,951 + $12,489

$999,040



Status : Original


Original Current


3 Segment Length 3





152 Present AADT 80









Comments


Segment Override


Original Current


5.47 Milepoint 5.47





12 Culvert Width 12

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3 * 430267.41 / 60 * 25 * 1.1 $591,618


3 * 2112 * 47.22 / 20 * 25 $373,982


3 * 16760.44 / 60 * 25 $20,951


54 * 48.00053566 * 15.47 /100 * 25 * 1.15

$11,528


$0 + $591,618 + $373,982+ $20,951 + $11,528

$998,079



Status : Original


Original Current


2 Segment Length 2














2015 SAP 054-624-011, OVERLAYRECONDITIONING

Comments 2015 SAP 054-624-011, OVERLAYRECONDITIONING


Segment Override


Original Current


7.68 Milepoint 7.68



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2 * 430267.41 / 60 * 25 * 1.1 $394,412


2 * 2112 * 47.22 / 20 * 25 $249,322


2 * 16760.44 / 60 * 25 $13,967


152.5 * 35.8 * 138 / 80 * 25* 1.15

$270,757


$0 + $394,412 + $249,322+ $13,967 + $270,757

$928,458



Status : Original


Original Current






TH 200 TO CO RD 163 Termini TH 200 TO CO RD 163










Comments


Segment Override


Original Current


8.02 Milepoint 8.02



Type of Service

Number of Spans

84 Bridge Length 84

34 Bridge Width 34


Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 430267.41 / 60 * 25 *1.1

$157,765


0.8 * 2112 * 47.22 / 20 * 25 $99,729


0.8 * 16760.44 / 60 * 25 $5,587


84 * 34 * 152 / 80 * 25 *1.15

$156,009


$0 + $157,765 + $99,729 +$5,587 + $156,009

$419,090



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.5 * 430267.41 / 60 * 25 *1.1

$887,427


4.5 * 2112 * 47.22 / 20 * 25 $560,974


4.5 * 16760.44 / 60 * 25 $31,426


$0 + $887,427 + $560,974+ $31,426

$1,479,827



Status : Original


Original Current






W CO LINE TO 0.3 M E Termini W CO LINE TO 0.3 M E










Comments


Segment Override


Original Current


0 Milepoint 0



Type of Service

Number of Spans


26 Bridge Width 26


Comments



Original Current


0.23 Milepoint 0.23



Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 430267.41 / 60 * 25 *1.1

$59,162


0.3 * 2112 * 47.22 / 20 * 25 $37,398


0.3 * 16760.44 / 60 * 25 $2,095


571.3 * 26 * 138 / 80 * 25 *1.15

$736,656


73 * 60.00013138 * 15.47 /100 * 25 * 1.15

$19,481


$0 + $59,162 + $37,398 +$2,095 + $736,656 +$19,481

$854,792



Status : Original


Original Current






0.30 M E OF W CO LINE TO W LIMSHENDRUM

Termini 0.30 M E OF W CO LINE TO W LIMSHENDRUM










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 430267.41 / 60 * 25 *1.1

$98,603


0.5 * 2112 * 47.22 / 20 * 25 $62,330


0.5 * 16760.44 / 60 * 25 $3,492


$0 + $98,603 + $62,330 +$3,492

$164,425



Status : Original


Original Current

HENDRUM Municipality HENDRUM





W LIM HENDRUM TO TH 75 Termini W LIM HENDRUM TO TH 75










Comments


Segment Override


Status: Original

Original Current



071462K USDOT Number 071462K


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 430267.41 / 60 * 25 *1.1

$49,301


0.25 * 2112 * 47.22 / 20 * 25 $31,165


0.25 * 16760.44 / 60 * 25 $1,746


1500 / 25 * 25 $1,500


32 * 1350 / 25 * 25 $43,200

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

$0 + $49,301 + $31,165 +$1,746 + $1,500 + $43,200

$126,912



Status : Original


Original Current






TH 75 TO 0.15 MILE EAST Termini TH 75 TO 0.15 MILE EAST





URBAN Design Type URBAN

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




Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.15 * 2442243.38 / 60 * 25* 1.15

$175,536


0.15 * 2904 * 47.22 / 15 * 25 $34,282


0.15 * 119374.32 / 60 * 25 $7,461


$0 + $175,536 + $34,282 +$7,461

$217,279



Status : Original


Original Current






0.15 MI TO 0.22 MI E OF TH 75 Termini 0.15 MI TO 0.22 MI E OF TH 75










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 430267.41 / 60 * 25 *1.1

$13,804


0.07 * 2112 * 47.22 / 20 * 25 $8,726


0.07 * 16760.44 / 60 * 25 $489


$0 + $13,804 + $8,726 +$489

$23,019



Status : Original


Original Current






0.22 M E OF TH 75 TO E LIMSHENDRUM

Termini 0.22 M E OF TH 75 TO E LIMSHENDRUM










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 430267.41 / 60 * 25 *1.1

$27,609


0.14 * 2112 * 47.22 / 20 * 25 $17,453


0.14 * 16760.44 / 60 * 25 $978


$0 + $27,609 + $17,453 +$978

$46,040



Status : Original


Original Current






E LIM HENDRUM TO WILD RICERIVER

Termini E LIM HENDRUM TO WILD RICERIVER










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 430267.41 / 60 * 25 *1.1

$59,162


0.3 * 2112 * 47.22 / 20 * 25 $37,398


0.3 * 16760.44 / 60 * 25 $2,095


$0 + $59,162 + $37,398 +$2,095

$98,655



Status : Original


Original Current






WILD RICE RIVER TO CSAH 4 Termini WILD RICE RIVER TO CSAH 4










Comments


Segment Override


Original Current


1.78 Milepoint 1.78



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 430267.41 / 60 * 25 *1.1

$216,926


1.1 * 2112 * 47.22 / 20 * 25 $137,127


1.1 * 16760.44 / 60 * 25 $7,682


448.6 * 39.8 * 138 / 80 * 25* 1.15

$885,461


$0 + $216,926 + $137,127+ $7,682 + $885,461

$1,247,196



Status : Original


Original Current


2 Segment Length 2














Comments


Segment Override


Original Current


2.82 Milepoint 2.82



Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2 * 430267.41 / 60 * 25 * 1.1 $394,412


2 * 2112 * 47.22 / 20 * 25 $249,322


2 * 16760.44 / 60 * 25 $13,967


60 * 131.99985848 * 15.47 /100 * 25 * 1.15

$35,225


$0 + $394,412 + $249,322+ $13,967 + $35,225

$692,926



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.9 * 430267.41 / 60 * 25 *1.1

$571,897


2.9 * 2112 * 47.22 / 20 * 25 $361,516


2.9 * 16760.44 / 60 * 25 $20,252


$0 + $571,897 + $361,516+ $20,252

$953,665



Status : Original


Original Current


2 Segment Length 2




S CO LINE TO CSAH 39 Termini S CO LINE TO CSAH 39

152 Present AADT 75









Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 430267.41 / 60 * 25 * 1.1 $394,412


2 * 2112 * 47.22 / 20 * 25 $249,322


2 * 16760.44 / 60 * 25 $13,967


$0 + $394,412 + $249,322+ $13,967

$657,701



Status : Original


Original Current
















Comments


Segment Override


Original Current


4.26 Milepoint 4.26


COON CREEK Feature Crossed COON CREEK

Type of Service


14 Culvert Width 14





Comments



Original Current


0.39 Milepoint 0.39



Type of Service


10 Culvert Width 10

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.4 * 430267.41 / 60 * 25 *1.1

$867,706


4.4 * 2112 * 47.22 / 20 * 25 $548,508


4.4 * 16760.44 / 60 * 25 $30,727


85 * 199.99972034 * 15.47 /100 * 25 * 1.15

$75,610


50 * 52.0004009 * 15.47 /100 * 25 * 1.15

$11,564

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

$0 + $867,706 + $548,508+ $30,727 + $75,610 +$11,564

$1,534,115



Status : Original


Original Current


3 Segment Length 3




CSAH 28 TO 0.75 MI W OF T.H. 32AT TWIN VALLEY

Termini CSAH 28 TO 0.75 MI W OF T.H. 32AT TWIN VALLEY










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 430267.41 / 60 * 25 * 1.1 $591,618


3 * 2112 * 47.22 / 20 * 25 $373,982


3 * 16760.44 / 60 * 25 $20,951


$0 + $591,618 + $373,982+ $20,951

$986,551



Status : Original


Original Current






0.75 MI W OF T.H. 32 TO THE WLIMS TWIN VALLEY

Termini 0.75 MI W OF T.H. 32 TO THE WLIMS TWIN VALLEY










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 430267.41 / 60 * 25 *1.1

$98,603


0.5 * 2112 * 47.22 / 20 * 25 $62,330


0.5 * 16760.44 / 60 * 25 $3,492


$0 + $98,603 + $62,330 +$3,492

$164,425



Status : Original


Original Current

TWIN VALLEY Municipality TWIN VALLEY





W LIMS TWIN VALLEY TO TH 32 Termini W LIMS TWIN VALLEY TO TH 32










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 430267.41 / 60 * 25 *1.1

$49,301


0.25 * 2112 * 47.22 / 20 * 25 $31,165


0.25 * 16760.44 / 60 * 25 $1,746


$0 + $49,301 + $31,165 +$1,746

$82,212



Status : Deleted


Original Current
















PLAN SAP 54-627-06 Comments PLAN SAP 54-627-06


Segment Override



Computation Result

Deleted Segment If status is Deleted, resultis zero

$0

Total Segment Cost Deleted Segment $0 $0



Status : Deleted


Original Current


1 Segment Length 1




W. JCT. CSAH 33 TO E. JCT. CSAH33

Termini W. JCT. CSAH 33 TO E. JCT. CSAH33

95 Present AADT 95









Comments


Segment Override



Computation Result

Deleted Segment If status is Deleted, resultis zero

$0

Total Segment Cost Deleted Segment $0 $0



Status : Revised


Original Current


1 Segment Length 1




CSAH 33 TO 2.0 M S OF CSAH 27 Termini CSAH 33 TO 2.0 M S OF CSAH 27

152 Present AADT 55









Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 430267.41 / 60 * 25 * 1.1 $197,206


1 * 2112 * 47.22 / 20 * 25 $124,661


1 * 16760.44 / 60 * 25 $6,984


$0 + $197,206 + $124,661+ $6,984

$328,851



Status : Original


Original Current


2 Segment Length 2




2.0 M S OF CSAH 27 TO CSAH 27 Termini 2.0 M S OF CSAH 27 TO CSAH 27

152 Present AADT 55









Comments


Segment Override


Original Current


3.65 Milepoint 3.65



Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments



Original Current


3.79 Milepoint 3.79



Type of Service


14 Culvert Width 14





Comments




Computation Result


0 * 56250 / 40 * 25 $0


2 * 430267.41 / 60 * 25 * 1.1 $394,412


2 * 2112 * 47.22 / 20 * 25 $249,322


2 * 16760.44 / 60 * 25 $13,967


88 * 65.99992924 * 15.47 /100 * 25 * 1.15

$25,832


78 * 197.99978772 * 15.47 /100 * 25 * 1.15

$68,689


$0 + $394,412 + $249,322+ $13,967 + $25,832 +$68,689

$752,222



Status : Original


Original Current






TH 32 IN TWIN VALLEY TO E SIDEOF FIRST ST E

Termini TH 32 IN TWIN VALLEY TO E SIDEOF FIRST ST E










SURFACED 2008, SAP 54-629-023 Comments SURFACED 2008, SAP 54-629-023


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.04 * 2442243.38 / 60 * 25* 1.15

$46,810


0.04 * 2904 * 47.22 / 15 * 25 $9,142


0.04 * 119374.32 / 60 * 25 $1,990


$0 + $46,810 + $9,142 +$1,990

$57,942



Status : Original


Original Current






E SIDE OF FIRST ST E TO E SIDE4TH ST

Termini E SIDE OF FIRST ST E TO E SIDE4TH ST












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 2442243.38 / 60 * 25* 1.15

$269,156


0.23 * 2904 * 47.22 / 15 * 25 $52,565


0.23 * 119374.32 / 60 * 25 $11,440


$0 + $269,156 + $52,565 +$11,440

$333,161



Status : Original


Original Current






4TH ST TO 0.29 MI NE Termini 4TH ST TO 0.29 MI NE












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.29 * 2442243.38 / 60 * 25* 1.15

$339,370


0.29 * 2904 * 47.22 / 15 * 25 $66,278


0.29 * 119374.32 / 60 * 25 $14,424


$0 + $339,370 + $66,278 +$14,424

$420,072



Status : Original


Original Current






0.29 MI NE OF 4TH ST TO NO LIMTWIN VALLEY

Termini 0.29 MI NE OF 4TH ST TO NO LIMTWIN VALLEY












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.16 * 430267.41 / 60 * 25 *1.1

$31,553


0.16 * 2112 * 47.22 / 20 * 25 $19,946


0.16 * 16760.44 / 60 * 25 $1,117


$0 + $31,553 + $19,946 +$1,117

$52,616



Status : Original


Original Current






NO LIM TWIN VALLEY TO 0.40 MINO

Termini NO LIM TWIN VALLEY TO 0.40 MINO










Comments


Segment Override


Original Current


0.85 Milepoint 0.85



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 430267.41 / 60 * 25 *1.1

$78,882


0.4 * 2112 * 47.22 / 20 * 25 $49,864


0.4 * 16760.44 / 60 * 25 $2,793


131.3 * 39.3 * 152 / 80 * 25* 1.15

$281,870


$0 + $78,882 + $49,864 +$2,793 + $281,870

$413,409



Status : Original


Original Current






0.4 MI TO 0.7 MI NO OF N LIM TWINVALLEY

Termini 0.4 MI TO 0.7 MI NO OF N LIM TWINVALLEY










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 430267.41 / 60 * 25 *1.1

$59,162


0.3 * 2112 * 47.22 / 20 * 25 $37,398


0.3 * 16760.44 / 60 * 25 $2,095


$0 + $59,162 + $37,398 +$2,095

$98,655



Status : Original


Original Current






0.7 MILE N OF N LIM TWIN VALLEYTO NO JCT CO RD 173

Termini 0.7 MILE N OF N LIM TWIN VALLEYTO NO JCT CO RD 173










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.9 * 430267.41 / 60 * 25 *1.1

$966,309


4.9 * 2112 * 47.22 / 20 * 25 $610,838


4.9 * 16760.44 / 60 * 25 $34,219


$0 + $966,309 + $610,838+ $34,219

$1,611,366



Status : Original


Original Current






N JCT CO RD 173 TO O.5 MI E. Termini N JCT CO RD 173 TO O.5 MI E.










RECONSTRUCTED IN 2002, SAP629-19, WITH FED. ER FUNDS.RESHAPED SLOPES TO 4:1 ANDEXTENDED BOX CULVERTS ANDRIPRAP. PAVED UNDER SAP 629-21&22

Comments RECONSTRUCTED IN 2002, SAP629-19, WITH FED. ER FUNDS.RESHAPED SLOPES TO 4:1 ANDEXTENDED BOX CULVERTS ANDRIPRAP. PAVED UNDER SAP 629-21&22


Segment Override


Original Current




MARSH CREEK Feature Crossed MARSH CREEK

Type of Service


Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 430267.41 / 60 * 25 *1.1

$98,603


0.5 * 2112 * 47.22 / 20 * 25 $62,330


0.5 * 16760.44 / 60 * 25 $3,492


170 * 285.00008586 * 15.47/ 100 * 25 * 1.15

$215,487


$0 + $98,603 + $62,330 +$3,492 + $215,487

$379,912



Status : Original


Original Current






0.5 MI E OF N JCT CO RD 173 TOJCT CSAH 40

Termini 0.5 MI E OF N JCT CO RD 173 TOJCT CSAH 40










Comments


Segment Override


Original Current





Type of Service

Number of Spans


35 Bridge Width 35


Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.3 * 430267.41 / 60 * 25 *1.1

$453,574


2.3 * 2112 * 47.22 / 20 * 25 $286,720


2.3 * 16760.44 / 60 * 25 $16,062


122.3 * 35 * 152 / 80 * 25 *1.15

$233,822


$0 + $453,574 + $286,720+ $16,062 + $233,822

$990,178



Status : Original


Original Current






NO JCT CSAH 40 TO E CO LINE Termini NO JCT CSAH 40 TO E CO LINE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.7 * 430267.41 / 60 * 25 *1.1

$335,250


1.7 * 2112 * 47.22 / 20 * 25 $211,923


1.7 * 16760.44 / 60 * 25 $11,872


$0 + $335,250 + $211,923+ $11,872

$559,045



Status : Original


Original Current






CSAH 19 TO 0.5 M N OF CSAH 13 Termini CSAH 19 TO 0.5 M N OF CSAH 13

35 Present AADT 35









Comments


Segment Override


Original Current


2.07 Milepoint 2.07





14 Culvert Width 14





Comments



Original Current







12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


3.5 * 215133.71 / 60 * 25 *1.1

$345,110


3.5 * 546 * 10.3 / 2 * 25 $246,041


3.5 * 0 / 60 * 25 $0


84 * 98.99989386 * 15.47 /100 * 25 * 1.15

$36,986


78 * 65.99992924 * 15.47 /100 * 25 * 1.15

$22,896

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

$345,110 + $246,041 + $0+ $36,986 + $22,896

$651,033



Status : Original


Original Current






0.5 M N OF CSAH 13 TO CSAH 1 Termini 0.5 M N OF CSAH 13 TO CSAH 1

40 Present AADT 40









Comments


Segment Override


Original Current


5.15 Milepoint 5.15



Type of Service


14 Culvert Width 14





Comments




Computation Result


4.5 * 215133.71 / 60 * 25 *1.1

$443,713


4.5 * 546 * 10.3 / 2 * 25 $316,339


4.5 * 0 / 60 * 25 $0


62 * 98.99989386 * 15.47 /100 * 25 * 1.15

$27,299


$443,713 + $316,339 + $0+ $27,299

$787,351



Status : Original


Original Current


1 Segment Length 1




CSAH 1 TO NORTH COUNTY LINE Termini CSAH 1 TO NORTH COUNTY LINE

156 Present AADT 40









Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 430267.41 / 60 * 25 * 1.1 $197,206


1 * 2112 * 47.22 / 20 * 25 $124,661


1 * 16760.44 / 60 * 25 $6,984


$0 + $197,206 + $124,661+ $6,984

$328,851



Status : Original


Original Current






MAIN ST TO 220 FT. S. OFPLEASANT AV

Termini MAIN ST TO 220 FT. S. OFPLEASANT AV










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.11 * 430267.41 / 60 * 25 *1.1

$21,693


0.11 * 2112 * 47.22 / 20 * 25 $13,713


0.11 * 16760.44 / 60 * 25 $768


$0 + $21,693 + $13,713 +$768

$36,174



Status : Original


Original Current






220 FT. S. OFPLEASANT AV TO ELIM TWIN VALLEY

Termini 220 FT. S. OFPLEASANT AV TO ELIM TWIN VALLEY










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.48 * 430267.41 / 60 * 25 *1.1

$94,659


0.48 * 2112 * 47.22 / 20 * 25 $59,837


0.48 * 16760.44 / 60 * 25 $3,352


$0 + $94,659 + $59,837 +$3,352

$157,848



Status : Original


Original Current


4 Segment Length 4




E LIM TWIN VALLEY TO CSAH 36 Termini E LIM TWIN VALLEY TO CSAH 36










Comments


Segment Override


Original Current


4.33 Milepoint 4.33


MOCCASIN CREEK Feature Crossed MOCCASIN CREEK

Type of Service


10 Culvert Width 10





Comments



Original Current


3.43 Milepoint 3.43



Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4 * 430267.41 / 60 * 25 * 1.1 $788,824


4 * 2112 * 47.22 / 20 * 25 $498,643


4 * 16760.44 / 60 * 25 $27,934


128 * 199.99972034 * 15.47/ 100 * 25 * 1.15

$113,859


88 * 65.99992924 * 15.47 /100 * 25 * 1.15

$25,832


$0 + $788,824 + $498,643+ $27,934 + $113,859 +$25,832

$1,455,092



Status : Original


Original Current


2 Segment Length 2














2014 SAP 054-631-012 SUBGRADESTABIL, M&OL

REGRADED UNDER 54-631-010

SAP 54-631-011, 2007 BIT BASE &SURFACE

Comments 2014 SAP 054-631-012 SUBGRADESTABIL, M&OL

REGRADED UNDER 54-631-010

SAP 54-631-011, 2007 BIT BASE &SURFACE


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 430267.41 / 60 * 25 * 1.1 $394,412


2 * 2112 * 47.22 / 20 * 25 $249,322


2 * 16760.44 / 60 * 25 $13,967


$0 + $394,412 + $249,322+ $13,967

$657,701



Status : Original


Original Current


3 Segment Length 3




CSAH 38 TO E CO LINE Termini CSAH 38 TO E CO LINE










2014 SAP 054-631-012 SUBGRADESTABIL, M&OL

Comments 2014 SAP 054-631-012 SUBGRADESTABIL, M&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 430267.41 / 60 * 25 * 1.1 $591,618


3 * 2112 * 47.22 / 20 * 25 $373,982


3 * 16760.44 / 60 * 25 $20,951


$0 + $591,618 + $373,982+ $20,951

$986,551



Status : Revised


Original Current






FROM CSAH 19 TO 0.38 MI NO Termini FROM CSAH 19 TO 0.38 MI NO










2016: SAP 054-632-004, OVERLAYRECONDITIONING

Comments 2016: SAP 054-632-004, OVERLAYRECONDITIONING


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.38 * 2442243.38 / 60 * 25* 1.15

$444,692


0.38 * 2904 * 47.22 / 15 * 25 $86,847


0.38 * 119374.32 / 60 * 25 $18,901


$0 + $444,692 + $86,847 +$18,901

$550,440



Status : Revised


Original Current






0.38 MI NO CSAH 19 TO NO LIMGARY

Termini 0.38 MI NO CSAH 19 TO NO LIMGARY













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.12 * 430267.41 / 60 * 25 *1.1

$23,665


0.12 * 2112 * 47.22 / 20 * 25 $14,959


0.12 * 16760.44 / 60 * 25 $838


$0 + $23,665 + $14,959 +$838

$39,462



Status : Original


Original Current






N LIMS GARY TO CO RD 112 Termini N LIMS GARY TO CO RD 112










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 430267.41 / 60 * 25 *1.1

$98,603


0.5 * 2112 * 47.22 / 20 * 25 $62,330


0.5 * 16760.44 / 60 * 25 $3,492


$0 + $98,603 + $62,330 +$3,492

$164,425



Status : Original


Original Current






CO RD 112 TO TH NO 32 Termini CO RD 112 TO TH NO 32












Segment Override


Original Current





Type of Service


10 Culvert Width 10

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 430267.41 / 60 * 25 *1.1

$118,324


0.6 * 2112 * 47.22 / 20 * 25 $74,796


0.6 * 16760.44 / 60 * 25 $4,190


30 * 39.99972879 * 15.47 /100 * 25 * 1.15

$5,337


$0 + $118,324 + $74,796 +$4,190 + $5,337

$202,647



Status : Original


Original Current






CSAH 10 TO 1.2 MI W OF CO RD128

Termini CSAH 10 TO 1.2 MI W OF CO RD128

20 Present AADT 40











Segment Override



Computation Result


1.8 * 215133.71 / 60 * 25 *1.1

$177,485


1.8 * 546 * 10.3 / 2 * 25 $126,536


1.8 * 0 / 60 * 25 $0


$177,485 + $126,536 + $0 $304,021



Status : Original


Original Current







65 Present AADT 40









Comments


Segment Override


Original Current





Type of Service

Number of Spans




Comments




Computation Result


1.2 * 215133.71 / 60 * 25 *1.1

$118,324


1.2 * 546 * 10.3 / 2 * 25 $84,357


1.2 * 0 / 60 * 25 $0


186.6 * 35.3 * 138 / 80 * 25* 1.15

$326,673


$118,324 + $84,357 + $0 +$326,673

$529,354



Status : Original


Original Current


5 Segment Length 5




CO RD 128 TO TH 9 Termini CO RD 128 TO TH 9

65 Present AADT 40









Comments


Segment Override


Original Current





Type of Service


14 Culvert Width 14

8 Culvert Height 8




Comments




Computation Result


5 * 215133.71 / 60 * 25 * 1.1 $493,015


5 * 546 * 10.3 / 2 * 25 $351,488


5 * 0 / 60 * 25 $0


50 * 81.00050028 * 15.47 /100 * 25 * 1.15

$18,013


$493,015 + $351,488 + $0+ $18,013

$862,516



Status : Original


Original Current


3 Segment Length 3





50 Present AADT 15









Comments


Segment Override



Computation Result


3 * 215133.71 / 60 * 25 * 1.1 $295,809


3 * 546 * 10.3 / 2 * 25 $210,893


3 * 0 / 60 * 25 $0


$295,809 + $210,893 + $0 $506,702



Status : Revised


Original Current







50 Present AADT 55









Comments


Segment Override



Computation Result


3.4 * 215133.71 / 60 * 25 *1.1

$335,250


3.4 * 546 * 10.3 / 2 * 25 $239,012


3.4 * 0 / 60 * 25 $0


$335,250 + $239,012 + $0 $574,262



Status : New


Original Current


1 Segment Length 1





95 Present AADT 95









2017: NEW SEGMENT ROADDESIGNATION VIACOMMISSIONER ORDER NO95753. PRIOR SEGMENT WASCSAH 28.

Comments 2017: NEW SEGMENT ROADDESIGNATION VIACOMMISSIONER ORDER NO95753. PRIOR SEGMENT WASCSAH 28.


Segment Override



Computation Result


1 * 215133.71 / 60 * 25 * 1.1 $98,603


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


1 * 0 / 60 * 25 $0


$98,603 + $70,298 + $0 $168,901



Status : Revised


Original Current


2 Segment Length 2




CSAH 28 TO 2.0 MI W OF TH 32 Termini CSAH 28 TO 2.0 MI W OF TH 32

153 Present AADT 90









Comments


Segment Override


Original Current


17.593 Milepoint 17.593




2 Number of Spans 2


35 Bridge Width 35


Comments




Computation Result


0 * 56250 / 40 * 25 $0


2 * 430267.41 / 60 * 25 * 1.1 $394,412


2 * 2112 * 47.22 / 20 * 25 $249,322


2 * 16760.44 / 60 * 25 $13,967


78.6 * 35 * 152 / 80 * 25 *1.15

$150,273


$0 + $394,412 + $249,322+ $13,967 + $150,273

$807,974



Status : Revised


Original Current


1 Segment Length 1




2.0 MI W TO 1.0 MI W OF TH 32 Termini 2.0 MI W TO 1.0 MI W OF TH 32

153 Present AADT 90









SAP 54-633-008, 2006 Comments SAP 54-633-008, 2006


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 430267.41 / 60 * 25 * 1.1 $197,206


1 * 2112 * 47.22 / 20 * 25 $124,661


1 * 16760.44 / 60 * 25 $6,984


$0 + $197,206 + $124,661+ $6,984

$328,851



Status : Revised


Original Current


1 Segment Length 1




1.0 MI W OF TH 32 TO TH 32 Termini 1.0 MI W OF TH 32 TO TH 32

153 Present AADT 90









SAP 54-633-008, 2006 Comments SAP 54-633-008, 2006


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 430267.41 / 60 * 25 * 1.1 $197,206


1 * 2112 * 47.22 / 20 * 25 $124,661


1 * 16760.44 / 60 * 25 $6,984


$0 + $197,206 + $124,661+ $6,984

$328,851



Status : Original


Original Current
















2014 SAP 054-634-015 TB&OL Comments 2014 SAP 054-634-015 TB&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.1 * 430267.41 / 60 * 25 *1.1

$611,338


3.1 * 2112 * 47.22 / 20 * 25 $386,448


3.1 * 16760.44 / 60 * 25 $21,649


$0 + $611,338 + $386,448+ $21,649

$1,019,435



Status : Original


Original Current


3 Segment Length 3




TH 200 TO CSAH NO 19 Termini TH 200 TO CSAH NO 19

152 Present AADT 80









2013 SAP 054-634-014 OL Comments 2013 SAP 054-634-014 OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 430267.41 / 60 * 25 * 1.1 $591,618


3 * 2112 * 47.22 / 20 * 25 $373,982


3 * 16760.44 / 60 * 25 $20,951


$0 + $591,618 + $373,982+ $20,951

$986,551



Status : Original


Original Current







152 Present AADT 80









Comments


Segment Override


Original Current


6.19 Milepoint 6.19


MASHAUG CREEK Feature Crossed MASHAUG CREEK

Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments



Original Current


8.05 Milepoint 8.05



Type of Service


10 Culvert Width 10

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


6.2 * 430267.41 / 60 * 25 *1.1

$1,222,677


6.2 * 2112 * 47.22 / 20 * 25 $772,897


6.2 * 16760.44 / 60 * 25 $43,298


50 * 89.00023076 * 15.47 /100 * 25 * 1.15

$19,792


62 * 102.9997591 * 15.47 /100 * 25 * 1.15

$28,402


$0 + $1,222,677 + $772,897+ $43,298 + $19,792 +$28,402

$2,087,066



Status : Revised


Original Current


2 Segment Length 2





152 Present AADT 80












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 430267.41 / 60 * 25 * 1.1 $394,412


2 * 2112 * 47.22 / 20 * 25 $249,322


2 * 16760.44 / 60 * 25 $13,967


$0 + $394,412 + $249,322+ $13,967

$657,701



Status : Revised


Original Current






TH 9 TO S LIMITS ADA Termini TH 9 TO S LIMITS ADA













Segment Override


Original Current


0.27 Milepoint 0.27




1 Number of Spans 1




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 430267.41 / 60 * 25 *1.1

$138,044


0.7 * 2112 * 47.22 / 20 * 25 $87,263


0.7 * 16760.44 / 60 * 25 $4,888


23.1 * 31.4 * 152 / 80 * 25 *1.15

$39,622


$0 + $138,044 + $87,263 +$4,888 + $39,622

$269,817



Status : Revised


Original Current

ADA Municipality ADA





S LIMITS ADA TO TH 200 Termini S LIMITS ADA TO TH 200













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.18 * 2442243.38 / 60 * 25* 1.15

$210,643


0.18 * 2904 * 47.22 / 15 * 25 $41,138


0.18 * 119374.32 / 60 * 25 $8,953


$0 + $210,643 + $41,138 +$8,953

$260,734



Status : Original


Original Current


4 Segment Length 4














Comments


Segment Override


Original Current


3.25 Milepoint 3.25





Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4 * 430267.41 / 60 * 25 * 1.1 $788,824


4 * 2112 * 47.22 / 20 * 25 $498,643


4 * 16760.44 / 60 * 25 $27,934


148 * 240.00052552 * 15.47/ 100 * 25 * 1.15

$157,980


$0 + $788,824 + $498,643+ $27,934 + $157,980

$1,473,381



Status : Original


Original Current


3 Segment Length 3














Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 430267.41 / 60 * 25 * 1.1 $591,618


3 * 2112 * 47.22 / 20 * 25 $373,982


3 * 16760.44 / 60 * 25 $20,951


$0 + $591,618 + $373,982+ $20,951

$986,551



Status : Original


Original Current


5 Segment Length 5














Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


5 * 430267.41 / 60 * 25 * 1.1 $986,029


5 * 2112 * 47.22 / 20 * 25 $623,304


5 * 16760.44 / 60 * 25 $34,918


$0 + $986,029 + $623,304+ $34,918

$1,644,251



Status : Original


Original Current


1 Segment Length 1














Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 430267.41 / 60 * 25 * 1.1 $197,206


1 * 2112 * 47.22 / 20 * 25 $124,661


1 * 16760.44 / 60 * 25 $6,984


$0 + $197,206 + $124,661+ $6,984

$328,851



Status : Original


Original Current






CSAH 7 TO N CO LINE Termini CSAH 7 TO N CO LINE










Comments


Segment Override


Original Current




DITCH Feature Crossed DITCH

Type of Service

Number of Spans

18 Bridge Length 18



Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.1 * 430267.41 / 60 * 25 *1.1

$611,338


3.1 * 2112 * 47.22 / 20 * 25 $386,448


3.1 * 16760.44 / 60 * 25 $21,649


18 * 39.2 * 152 / 80 * 25 *1.15

$38,543


$0 + $611,338 + $386,448+ $21,649 + $38,543

$1,057,978



Status : Original


Original Current


2 Segment Length 2





25 Present AADT 25









Comments


Segment Override



Computation Result


2 * 215133.71 / 60 * 25 * 1.1 $197,206


2 * 546 * 10.3 / 2 * 25 $140,595


2 * 0 / 60 * 25 $0


$197,206 + $140,595 + $0 $337,801



Status : Original


Original Current


1 Segment Length 1




CSAH 38 TO 1.0 MI E CSAH 38 Termini CSAH 38 TO 1.0 MI E CSAH 38

15 Present AADT 15









Comments


Segment Override


Original Current


2.18 Milepoint 2.18





12 Culvert Width 12

6 Culvert Height 6




Comments




Computation Result


1 * 215133.71 / 60 * 25 * 1.1 $98,603


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


1 * 0 / 60 * 25 $0


48 * 144.00053059 * 15.47 /100 * 25 * 1.15

$30,742


$98,603 + $70,298 + $0 +$30,742

$199,643



Status : Original


Original Current


1 Segment Length 1




1 MI E CASH 38 TO CSAH 40 Termini 1 MI E CASH 38 TO CSAH 40

15 Present AADT 15









Comments


Segment Override


Original Current


3.42 Milepoint 3.42





12 Culvert Width 12

6 Culvert Height 6




Comments




Computation Result


1 * 215133.71 / 60 * 25 * 1.1 $98,603


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


1 * 0 / 60 * 25 $0


46 * 71.9997271 * 15.47 /100 * 25 * 1.15

$14,730


$98,603 + $70,298 + $0 +$14,730

$183,631



Status : Original


Original Current


1 Segment Length 1




CSAH 40 TO EAST COUNTY LINE Termini CSAH 40 TO EAST COUNTY LINE

15 Present AADT 15









Comments


Segment Override



Computation Result


1 * 215133.71 / 60 * 25 * 1.1 $98,603


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


1 * 0 / 60 * 25 $0


$98,603 + $70,298 + $0 $168,901



Status : Original


Original Current


1 Segment Length 1




S CO LINE TO 1.0 MI N Termini S CO LINE TO 1.0 MI N










SAP 54-638-06, 2007

SURFACED 2008, SAP 54-638-007

Comments SAP 54-638-06, 2007

SURFACED 2008, SAP 54-638-007


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 430267.41 / 60 * 25 * 1.1 $197,206


1 * 2112 * 47.22 / 20 * 25 $124,661


1 * 16760.44 / 60 * 25 $6,984


$0 + $197,206 + $124,661+ $6,984

$328,851



Status : Original


Original Current


1 Segment Length 1




1.0 MI N OF S CO LINE TO TH 113 Termini 1.0 MI N OF S CO LINE TO TH 113










SAP 54-638-06, 2007

SURFACED 2008, SAP 54-638-007

Comments SAP 54-638-06, 2007

SURFACED 2008, SAP 54-638-007


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 430267.41 / 60 * 25 * 1.1 $197,206


1 * 2112 * 47.22 / 20 * 25 $124,661


1 * 16760.44 / 60 * 25 $6,984


$0 + $197,206 + $124,661+ $6,984

$328,851



Status : Original


Original Current


2 Segment Length 2














Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 430267.41 / 60 * 25 * 1.1 $394,412


2 * 2112 * 47.22 / 20 * 25 $249,322


2 * 16760.44 / 60 * 25 $13,967


$0 + $394,412 + $249,322+ $13,967

$657,701



Status : Original


Original Current


1 Segment Length 1














Comments


Segment Override


Original Current


4.58 Milepoint 4.58



Type of Service


10 Culvert Width 10

7 Culvert Height 7




Comments



Original Current


4.17 Milepoint 4.17



Type of Service


10 Culvert Width 10

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1 * 430267.41 / 60 * 25 * 1.1 $197,206


1 * 2112 * 47.22 / 20 * 25 $124,661


1 * 16760.44 / 60 * 25 $6,984


90 * 102.9997591 * 15.47 /100 * 25 * 1.15

$41,229


76 * 102.9997591 * 15.47 /100 * 25 * 1.15

$34,816


$0 + $197,206 + $124,661+ $6,984 + $41,229 +$34,816

$404,896



Status : Original


Original Current


1 Segment Length 1




1.0 MI N CSAH 37 TO CSAH 31 Termini 1.0 MI N CSAH 37 TO CSAH 31










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 430267.41 / 60 * 25 * 1.1 $197,206


1 * 2112 * 47.22 / 20 * 25 $124,661


1 * 16760.44 / 60 * 25 $6,984


$0 + $197,206 + $124,661+ $6,984

$328,851



Status : Original


Original Current






WEST COUNTY LINE TO WESTLIMITS PERLEY

Termini WEST COUNTY LINE TO WESTLIMITS PERLEY













Segment Override


Original Current


Milepoint




9 Number of Spans 9




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 430267.41 / 60 * 25 *1.1

$157,765


0.8 * 2112 * 47.22 / 20 * 25 $99,729


0.8 * 16760.44 / 60 * 25 $5,587


420 * 25.9 * 138 / 80 * 25 *1.15

$539,481


$0 + $157,765 + $99,729 +$5,587 + $539,481

$802,562



Status : Original


Original Current

PERLEY Municipality PERLEY





WEST LIMITS TO EAST LIMITSPERLEY

Termini WEST LIMITS TO EAST LIMITSPERLEY













Segment Override


Status: Original

Original Current



071452E USDOT Number 071452E


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 430267.41 / 60 * 25 *1.1

$98,603


0.5 * 2112 * 47.22 / 20 * 25 $62,330


0.5 * 16760.44 / 60 * 25 $3,492


1500 / 25 * 25 $1,500


38 * 1350 / 25 * 25 $51,300


$0 + $98,603 + $62,330 +$3,492 + $1,500 + $51,300

$217,225



Status : Original


Original Current


4 Segment Length 4




E LIMS PERLEY TO 1.0 MI W OFCO RD 122

Termini E LIMS PERLEY TO 1.0 MI W OFCO RD 122













Segment Override


Original Current


4.65 Milepoint 4.65



Type of Service


14 Culvert Width 14





Comments




Computation Result


0 * 56250 / 40 * 25 $0


4 * 430267.41 / 60 * 25 * 1.1 $788,824


4 * 2112 * 47.22 / 20 * 25 $498,643


4 * 16760.44 / 60 * 25 $27,934


85 * 197.99978772 * 15.47 /100 * 25 * 1.15

$74,853


$0 + $788,824 + $498,643+ $27,934 + $74,853

$1,390,254



Status : Revised


Original Current


3 Segment Length 3




1.0 MI W OF CO RD 122 TO CSAH12

Termini 1.0 MI W OF CO RD 122 TO CSAH12













Segment Override


Original Current


5.42 Milepoint 5.42



Type of Service


10 Culvert Width 10





Comments




Computation Result


0 * 56250 / 40 * 25 $0


3 * 430267.41 / 60 * 25 * 1.1 $591,618


3 * 2112 * 47.22 / 20 * 25 $373,982


3 * 16760.44 / 60 * 25 $20,951


72 * 299.99958051 * 15.47 /100 * 25 * 1.15

$96,069


$0 + $591,618 + $373,982+ $20,951 + $96,069

$1,082,620



Status : Revised


Original Current


1 Segment Length 1

















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 430267.41 / 60 * 25 * 1.1 $197,206


1 * 2112 * 47.22 / 20 * 25 $124,661


1 * 16760.44 / 60 * 25 $6,984


$0 + $197,206 + $124,661+ $6,984

$328,851



Status : Revised


Original Current


2 Segment Length 2




CSAH 14 TO 1.0 MI W CR 136 Termini CSAH 14 TO 1.0 MI W CR 136













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 430267.41 / 60 * 25 * 1.1 $394,412


2 * 2112 * 47.22 / 20 * 25 $249,322


2 * 16760.44 / 60 * 25 $13,967


$0 + $394,412 + $249,322+ $13,967

$657,701



Status : Revised


Original Current


1 Segment Length 1




1.0 MI W TO CR 136 Termini 1.0 MI W TO CR 136













Segment Override


Original Current


Milepoint

Year Built

S BR WILD RICE RIVER Feature Crossed S BR WILD RICE RIVER

Type of Service

Number of Spans

48 Bridge Length 48



Comments




Computation Result


0 * 56250 / 40 * 25 $0


1 * 430267.41 / 60 * 25 * 1.1 $197,206


1 * 2112 * 47.22 / 20 * 25 $124,661


1 * 16760.44 / 60 * 25 $6,984


48 * 27.6 * 152 / 80 * 25 *1.15

$72,367


$0 + $197,206 + $124,661+ $6,984 + $72,367

$401,218



Status : Revised


Original Current






CR 136 TO W LIM BORUP Termini CR 136 TO W LIM BORUP













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.5 * 430267.41 / 60 * 25 *1.1

$493,015


2.5 * 2112 * 47.22 / 20 * 25 $311,652


2.5 * 16760.44 / 60 * 25 $17,459


$0 + $493,015 + $311,652+ $17,459

$822,126



Status : Revised


Original Current

BORUP Municipality BORUP





W LIM BORUP TO O.36 MI W T.H. 9 Termini W LIM BORUP TO O.36 MI W T.H. 9













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 430267.41 / 60 * 25 *1.1

$27,609


0.14 * 2112 * 47.22 / 20 * 25 $17,453


0.14 * 16760.44 / 60 * 25 $978


$0 + $27,609 + $17,453 +$978

$46,040



Status : Revised


Original Current

BORUP Municipality BORUP





0.36 MI W TO TH 9 E LIM BORUP Termini 0.36 MI W TO TH 9 E LIM BORUP











THERE IS EXISTING STORMSEWER IN THIS SEGMENT THATHAS NOT BEEN REPORTED.


THERE IS EXISTING STORMSEWER IN THIS SEGMENT THATHAS NOT BEEN REPORTED.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.36 * 430267.41 / 60 * 25 *1.1

$70,994


0.36 * 2112 * 47.22 / 20 * 25 $44,878


0.36 * 16760.44 / 60 * 25 $2,514


$0 + $70,994 + $44,878 +$2,514

$118,386



Status : Original


Original Current


3 Segment Length 3




E LIMS BORUP TO CSAH 24 Termini E LIMS BORUP TO CSAH 24













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 430267.41 / 60 * 25 * 1.1 $591,618


3 * 2112 * 47.22 / 20 * 25 $373,982


3 * 16760.44 / 60 * 25 $20,951


$0 + $591,618 + $373,982+ $20,951

$986,551



Status : Original


Original Current



















Segment Override


Original Current





Type of Service


7 Culvert Width 7

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.3 * 430267.41 / 60 * 25 *1.1

$650,779


3.3 * 2112 * 47.22 / 20 * 25 $411,381


3.3 * 16760.44 / 60 * 25 $23,046


39 * 69.99979448 * 15.47 /100 * 25 * 1.15

$12,142


$0 + $650,779 + $411,381+ $23,046 + $12,142

$1,097,348



Status : Original


Original Current


5 Segment Length 5

















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


5 * 430267.41 / 60 * 25 * 1.1 $986,029


5 * 2112 * 47.22 / 20 * 25 $623,304


5 * 16760.44 / 60 * 25 $34,918


$0 + $986,029 + $623,304+ $34,918

$1,644,251



Status : Original


Original Current


4 Segment Length 4





35 Present AADT 35









2014 SAP 054-640-009 CULVERT54J27

Comments 2014 SAP 054-640-009 CULVERT54J27


Segment Override


Original Current


1.4 Milepoint 1.4


Trib to Moccasin Creek Feature Crossed Trib to Moccasin Creek

Type of Service


10 Culvert Width 10

5 Culvert Height 5


50 Area of Waterway Opening 50


2014 SAP 054-640-009 CULVERT54J27 (NO PREV STRUCTURE)

Comments 2014 SAP 054-640-009 CULVERT54J27 (NO PREV STRUCTURE)




Computation Result


4 * 215133.71 / 60 * 25 * 1.1 $394,412


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


4 * 0 / 60 * 25 $0


38 * 50 * 15.47 / 100 * 25 *1.15

$8,450


$394,412 + $281,190 + $0+ $8,450

$684,052



Status : Original


Original Current







35 Present AADT 35









Comments


Segment Override



Computation Result


2.5 * 215133.71 / 60 * 25 *1.1

$246,507


2.5 * 546 * 10.3 / 2 * 25 $175,744


2.5 * 0 / 60 * 25 $0


$246,507 + $175,744 + $0 $422,251



Status : Original


Original Current
















Comments


Segment Override


Original Current


6.55 Milepoint 6.55



Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 430267.41 / 60 * 25 *1.1

$98,603


0.5 * 2112 * 47.22 / 20 * 25 $62,330


0.5 * 16760.44 / 60 * 25 $3,492


55 * 81.00050028 * 15.47 /100 * 25 * 1.15

$19,814


$0 + $98,603 + $62,330 +$3,492 + $19,814

$184,239



Status : Original


Original Current






0.50 MI N CSAH 29 TO 1.0 MI S TH200

Termini 0.50 MI N CSAH 29 TO 1.0 MI S TH200










Comments


Segment Override


Original Current


7.63 Milepoint 7.63



Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.1 * 430267.41 / 60 * 25 *1.1

$414,132


2.1 * 2112 * 47.22 / 20 * 25 $261,788


2.1 * 16760.44 / 60 * 25 $14,665


171.6 * 35.3 * 138 / 80 * 25* 1.15

$300,413


$0 + $414,132 + $261,788+ $14,665 + $300,413

$990,998



Status : Original


Original Current


1 Segment Length 1




1.0 MI S OF TH 200 TO TH 200 Termini 1.0 MI S OF TH 200 TO TH 200










Comments


Segment Override


Original Current


10.3 Milepoint 10.3


MARSH CREEK Feature Crossed MARSH CREEK

Type of Service


14 Culvert Width 14





Comments




Computation Result


0 * 56250 / 40 * 25 $0


1 * 430267.41 / 60 * 25 * 1.1 $197,206


1 * 2112 * 47.22 / 20 * 25 $124,661


1 * 16760.44 / 60 * 25 $6,984


104 * 197.99978772 * 15.47/ 100 * 25 * 1.15

$91,585


$0 + $197,206 + $124,661+ $6,984 + $91,585

$420,436



Status : Original


Original Current


3 Segment Length 3





156 Present AADT 60









Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 430267.41 / 60 * 25 * 1.1 $591,618


3 * 2112 * 47.22 / 20 * 25 $373,982


3 * 16760.44 / 60 * 25 $20,951


$0 + $591,618 + $373,982+ $20,951

$986,551



Status : Original


Original Current


2 Segment Length 2




1.0 MI NO CSAH 19 TO CO RD 133 Termini 1.0 MI NO CSAH 19 TO CO RD 133

40 Present AADT 40









Comments


Segment Override



Computation Result


2 * 215133.71 / 60 * 25 * 1.1 $197,206


2 * 546 * 10.3 / 2 * 25 $140,595


2 * 0 / 60 * 25 $0


$197,206 + $140,595 + $0 $337,801



Status : Original


Original Current


2 Segment Length 2




CR 133 TO CSAH 9 Termini CR 133 TO CSAH 9

40 Present AADT 40









Comments


Segment Override



Computation Result


2 * 215133.71 / 60 * 25 * 1.1 $197,206


2 * 546 * 10.3 / 2 * 25 $140,595


2 * 0 / 60 * 25 $0


$197,206 + $140,595 + $0 $337,801



Status : Revised


Original Current


2 Segment Length 2




CSAH 9 TO 2 MI N OF CSAH 9 Termini CSAH 9 TO 2 MI N OF CSAH 9











NEW SEGMENT IN 2008


NEW SEGMENT IN 2008


Segment Override


Original Current




SAND HILL RIVER Feature Crossed SAND HILL RIVER


2 Number of Spans 2




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2 * 430267.41 / 60 * 25 * 1.1 $394,412


2 * 2112 * 47.22 / 20 * 25 $249,322


2 * 16760.44 / 60 * 25 $13,967


43.3 * 25.9 * 152 / 80 * 25 *1.15

$61,260


$0 + $394,412 + $249,322+ $13,967 + $61,260

$718,961



Status : Original


Original Current


1 Segment Length 1




2 MI N OF CSAH 9 TO CASH NO 1 Termini 2 MI N OF CSAH 9 TO CASH NO 1












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 430267.41 / 60 * 25 * 1.1 $197,206


1 * 2112 * 47.22 / 20 * 25 $124,661


1 * 16760.44 / 60 * 25 $6,984


$0 + $197,206 + $124,661+ $6,984

$328,851



Status : Original


Original Current






2ND AVE TO 4TH AVE ON 2ND ST Termini 2ND AVE TO 4TH AVE ON 2ND ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 2442243.38 / 60 * 25* 1.15

$152,131


0.13 * 2904 * 47.22 / 15 * 25 $29,711


0.13 * 119374.32 / 60 * 25 $6,466


$0 + $152,131 + $29,711 +$6,466

$188,308



Status : Original


Original Current



PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC



E SIDE 2 ND TO W SIDE MAIN Termini E SIDE 2 ND TO W SIDE MAIN










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 2442243.38 / 60 * 25* 1.15

$81,917


0.07 * 2904 * 47.22 / 15 * 25 $15,998


0.07 * 119374.32 / 60 * 25 $3,482


$0 + $81,917 + $15,998 +$3,482

$101,397



Status : Original


Original Current






E SIDE MAIN ST TO TH 9 Termini E SIDE MAIN ST TO TH 9










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 2442243.38 / 60 * 25* 1.15

$93,619


0.08 * 2904 * 47.22 / 15 * 25 $18,284


0.08 * 119374.32 / 60 * 25 $3,979


$0 + $93,619 + $18,284 +$3,979

$115,882



Status : Original


Original Current






TH 9 TO E SIDE N FIRST ST Termini TH 9 TO E SIDE N FIRST ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.09 * 2442243.38 / 60 * 25* 1.15

$105,322


0.09 * 2904 * 47.22 / 15 * 25 $20,569


0.09 * 119374.32 / 60 * 25 $4,477


$0 + $105,322 + $20,569 +$4,477

$130,368



Status : Original


Original Current






E SIDE 1ST TO E SIDE 3RD ST ADA Termini E SIDE 1ST TO E SIDE 3RD ST ADA










2009 SIDEWALK OVERLAY, SAP54-643-005.

Comments 2009 SIDEWALK OVERLAY, SAP54-643-005.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 2442243.38 / 60 * 25* 1.15

$152,131


0.13 * 2904 * 47.22 / 15 * 25 $29,711


0.13 * 119374.32 / 60 * 25 $6,466


$0 + $152,131 + $29,711 +$6,466

$188,308



Status : Original


Original Current






E SIDE 3RD TO E SIDE 4TH STADA

Termini E SIDE 3RD TO E SIDE 4TH STADA













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 2442243.38 / 60 * 25* 1.15

$81,917


0.07 * 2904 * 47.22 / 15 * 25 $15,998


0.07 * 119374.32 / 60 * 25 $3,482


$0 + $81,917 + $15,998 +$3,482

$101,397



Status : Original


Original Current






ON 4TH ST E FROM E 4TH AVE NTO THORPE AVE-TH 200

Termini ON 4TH ST E FROM E 4TH AVE NTO THORPE AVE-TH 200













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.31 * 2442243.38 / 60 * 25* 1.15

$362,775


0.31 * 2904 * 47.22 / 15 * 25 $70,849


0.31 * 119374.32 / 60 * 25 $15,419


$0 + $362,775 + $70,849 +$15,419

$449,043



Status : Revised


Original Current






ON 2ND, MAIN, AND 1ST - THORPETO THORPE

Termini ON 2ND, MAIN, AND 1ST - THORPETO THORPE













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 2442243.38 / 60 * 25 *1.15

$234,048


0.2 * 2904 * 47.22 / 15 * 25 $45,709


0.2 * 119374.32 / 60 * 25 $9,948


$0 + $234,048 + $45,709 +$9,948

$289,705



Status : Original


Original Current






CSAH 25 TO THE NORTH SIDE OFMAIN ( W. OF TH 75 )

Termini CSAH 25 TO THE NORTH SIDE OFMAIN ( W. OF TH 75 )










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 2442243.38 / 60 * 25* 1.15

$152,131


0.13 * 2904 * 47.22 / 15 * 25 $29,711


0.13 * 119374.32 / 60 * 25 $6,466


$0 + $152,131 + $29,711 +$6,466

$188,308



Status : Original


Original Current






WEST SIDE OF QUNICY TO TH 75 Termini WEST SIDE OF QUNICY TO TH 75










Comments


Segment Override


Status: Original

Original Current

LTV STEEL MINING RailRoad Name LTV STEEL MINING

071461D USDOT Number 071461D


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 2442243.38 / 60 * 25* 1.15

$152,131


0.13 * 2904 * 47.22 / 15 * 25 $29,711


0.13 * 119374.32 / 60 * 25 $6,466


1500 / 25 * 25 $1,500


48 * 1350 / 25 * 25 $64,800


$0 + $152,131 + $29,711 +$6,466 + $1,500 + $64,800

$254,608



Status : Original


Original Current






TH 75 TO E SIDE HERBERTHENDRUM

Termini TH 75 TO E SIDE HERBERTHENDRUM










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 2442243.38 / 60 * 25* 1.15

$81,917


0.07 * 2904 * 47.22 / 15 * 25 $15,998


0.07 * 119374.32 / 60 * 25 $3,482


$0 + $81,917 + $15,998 +$3,482

$101,397



Status : Original


Original Current






E SIDE HERBERT TO RICE ST &ON RICE ST TO CSAH 25

Termini E SIDE HERBERT TO RICE ST &ON RICE ST TO CSAH 25










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 2442243.38 / 60 * 25 *1.15

$234,048


0.2 * 2904 * 47.22 / 15 * 25 $45,709


0.2 * 119374.32 / 60 * 25 $9,948


$0 + $234,048 + $45,709 +$9,948

$289,705



Status : Original


Original Current






S SIDE 3RD TO CSAH 39 PERLEY Termini S SIDE 3RD TO CSAH 39 PERLEY

95 Present AADT 90









Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 2442243.38 / 60 * 25* 1.15

$163,834


0.14 * 2904 * 47.22 / 15 * 25 $31,996


0.14 * 119374.32 / 60 * 25 $6,964


$0 + $163,834 + $31,996 +$6,964

$202,794



Status : Original


Original Current






3RD ST TO TH 75 Termini 3RD ST TO TH 75










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 430267.41 / 60 * 25 *1.1

$25,637


0.13 * 2112 * 47.22 / 20 * 25 $16,206


0.13 * 16760.44 / 60 * 25 $908


$0 + $25,637 + $16,206 +$908

$42,751



Status : Original


Original Current






CSAH 3 TO SOUTH SIDE OFMCKINLEY AVE

Termini CSAH 3 TO SOUTH SIDE OFMCKINLEY AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.21 * 2442243.38 / 60 * 25* 1.15

$245,751


0.21 * 2904 * 47.22 / 15 * 25 $47,994


0.21 * 119374.32 / 60 * 25 $10,445


$0 + $245,751 + $47,994 +$10,445

$304,190



Status : Original


Original Current






W SIDE JOHNSON TO TH 75SHELLY

Termini W SIDE JOHNSON TO TH 75SHELLY













Segment Override


Status: Original

Original Current



071494R USDOT Number 071494R


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.19 * 2442243.38 / 60 * 25* 1.15

$222,346


0.19 * 2904 * 47.22 / 15 * 25 $43,424


0.19 * 119374.32 / 60 * 25 $9,450


1500 / 25 * 25 $1,500


48 * 1350 / 25 * 25 $64,800


$0 + $222,346 + $43,424 +$9,450 + $1,500 + $64,800

$341,520



Status : Original


Original Current






CSAH NO 27 TO CR 158 Termini CSAH NO 27 TO CR 158










2015 SAP 054-649-005 PHASE2PAVING RECONST2013 SAP 054-649-004 PHASE1RECONST

NEW SEGMENT IN 2008

Comments 2015 SAP 054-649-005 PHASE2PAVING RECONST2013 SAP 054-649-004 PHASE1RECONST

NEW SEGMENT IN 2008


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 430267.41 / 60 * 25 *1.1

$98,603


0.5 * 2112 * 47.22 / 20 * 25 $62,330


0.5 * 16760.44 / 60 * 25 $3,492


$0 + $98,603 + $62,330 +$3,492

$164,425



Status : Original


Original Current






CR 158 TO W LIMS TWIN VALLEY Termini CR 158 TO W LIMS TWIN VALLEY










2015 SAP 054-649-005 PHASE2PAVING RECONST2013 SAP 054-649-004 PHASE1RECONST

Comments 2015 SAP 054-649-005 PHASE2PAVING RECONST2013 SAP 054-649-004 PHASE1RECONST


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 430267.41 / 60 * 25 *1.1

$98,603


0.5 * 2112 * 47.22 / 20 * 25 $62,330


0.5 * 16760.44 / 60 * 25 $3,492


$0 + $98,603 + $62,330 +$3,492

$164,425



Status : Original


Original Current






W LIMS TWIN VALLEY TO 3RD ST.WEST

Termini W LIMS TWIN VALLEY TO 3RD ST.WEST












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 430267.41 / 60 * 25 *1.1

$59,162


0.3 * 2112 * 47.22 / 20 * 25 $37,398


0.3 * 16760.44 / 60 * 25 $2,095


$0 + $59,162 + $37,398 +$2,095

$98,655



Status : Original


Original Current






3RD ST TO 2ND ST Termini 3RD ST TO 2ND ST












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.11 * 2442243.38 / 60 * 25* 1.15

$128,727


0.11 * 2904 * 47.22 / 15 * 25 $25,140


0.11 * 119374.32 / 60 * 25 $5,471


$0 + $128,727 + $25,140 +$5,471

$159,338



Status : Original


Original Current






2ND ST TO TH 32 Termini 2ND ST TO TH 32












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 2442243.38 / 60 * 25* 1.15

$70,214


0.06 * 2904 * 47.22 / 15 * 25 $13,713


0.06 * 119374.32 / 60 * 25 $2,984


$0 + $70,214 + $13,713 +$2,984

$86,911



Status : Original


Original Current

HALSTAD Municipality HALSTAD





TH 75 TO E SIDE 1ST AVE Termini TH 75 TO E SIDE 1ST AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.05 * 2442243.38 / 60 * 25* 1.15

$58,512


0.05 * 2904 * 47.22 / 15 * 25 $11,427


0.05 * 119374.32 / 60 * 25 $2,487


$0 + $58,512 + $11,427 +$2,487

$72,426



Status : Original


Original Current






EAST SIDE 1ST AVE TO CSAH 51 Termini EAST SIDE 1ST AVE TO CSAH 51










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.21 * 2442243.38 / 60 * 25* 1.15

$245,751


0.21 * 2904 * 47.22 / 15 * 25 $47,994


0.21 * 119374.32 / 60 * 25 $10,445


$0 + $245,751 + $47,994 +$10,445

$304,190



Status : Original


Original Current






TH 75 TO WEST LIM HALSTAD Termini TH 75 TO WEST LIM HALSTAD

65 Present AADT 295









NEW IN 2009 Comments NEW IN 2009


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 430267.41 / 60 * 25 *1.1

$295,809


1.5 * 2112 * 47.22 / 20 * 25 $186,991


1.5 * 16760.44 / 60 * 25 $10,475


$0 + $295,809 + $186,991+ $10,475

$493,275



Status : Original


Original Current






W LIM HALSTAD TO 0.07 MI E Termini W LIM HALSTAD TO 0.07 MI E










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 2442243.38 / 60 * 25* 1.15

$81,917


0.07 * 2904 * 47.22 / 15 * 25 $15,998


0.07 * 119374.32 / 60 * 25 $3,482


$0 + $81,917 + $15,998 +$3,482

$101,397



Status : Original


Original Current






0.07 MI E OF W LIM HALSTAD TOTH 75

Termini 0.07 MI E OF W LIM HALSTAD TOTH 75










Comments


Segment Override


Status: Original

Original Current



071480H USDOT Number 071480H


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.21 * 2442243.38 / 60 * 25* 1.15

$245,751


0.21 * 2904 * 47.22 / 15 * 25 $47,994


0.21 * 119374.32 / 60 * 25 $10,445


1500 / 25 * 25 $1,500


40 * 1350 / 25 * 25 $54,000


$0 + $245,751 + $47,994 +$10,445 + $1,500 + $54,000

$359,690



Status : Original


Original Current






TH 75 TO E LIM HALSTAD Termini TH 75 TO E LIM HALSTAD












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.32 * 2442243.38 / 60 * 25* 1.15

$374,477


0.32 * 2904 * 47.22 / 15 * 25 $73,134


0.32 * 119374.32 / 60 * 25 $15,917


$0 + $374,477 + $73,134 +$15,917

$463,528



Status : Original


Original Current






E LIM HALSTAD TO CR 147 Termini E LIM HALSTAD TO CR 147










2012 SAP 054-651-004 M&OL

NEW SEGMENT IN 2008

Comments 2012 SAP 054-651-004 M&OL

NEW SEGMENT IN 2008


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 2442243.38 / 60 * 25* 1.15

$292,560


0.25 * 2904 * 47.22 / 15 * 25 $57,136


0.25 * 119374.32 / 60 * 25 $12,435


$0 + $292,560 + $57,136 +$12,435

$362,131



Status : Original


Original Current






CR 147 TO CSAH NO 19 Termini CR 147 TO CSAH NO 19

153 Present AADT 90











Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 430267.41 / 60 * 25 *1.1

$98,603


0.5 * 2112 * 47.22 / 20 * 25 $62,330


0.5 * 16760.44 / 60 * 25 $3,492


$0 + $98,603 + $62,330 +$3,492

$164,425



Status : Original


Original Current






THORPE AVE-TH 200 TO WSECOND AVE N & SECOND ST

Termini THORPE AVE-TH 200 TO WSECOND AVE N & SECOND ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 2442243.38 / 60 * 25* 1.15

$93,619


0.08 * 2904 * 47.22 / 15 * 25 $18,284


0.08 * 119374.32 / 60 * 25 $3,979


$0 + $93,619 + $18,284 +$3,979

$115,882



Status : Original


Original Current






2ND ST W & 2ND AVE TO W MAINST N

Termini 2ND ST W & 2ND AVE TO W MAINST N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 2442243.38 / 60 * 25* 1.15

$70,214


0.06 * 2904 * 47.22 / 15 * 25 $13,713


0.06 * 119374.32 / 60 * 25 $2,984


$0 + $70,214 + $13,713 +$2,984

$86,911



Status : Original


Original Current






W MAIN ST N TO TH 9 Termini W MAIN ST N TO TH 9










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 2442243.38 / 60 * 25* 1.15

$70,214


0.06 * 2904 * 47.22 / 15 * 25 $13,713


0.06 * 119374.32 / 60 * 25 $2,984


$0 + $70,214 + $13,713 +$2,984

$86,911



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.29 * 2442243.38 / 60 * 25* 1.15

$339,370


0.29 * 2904 * 47.22 / 15 * 25 $66,278


0.29 * 119374.32 / 60 * 25 $14,424


$0 + $339,370 + $66,278 +$14,424

$420,072



Status : Original


Original Current



BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH



THORPE AVE - TH 200 TO FIFTHAVE W

Termini THORPE AVE - TH 200 TO FIFTHAVE W










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 430267.41 / 60 * 25 *1.1

$59,162


0.3 * 2112 * 47.22 / 20 * 25 $37,398


0.3 * 16760.44 / 60 * 25 $2,095


$0 + $59,162 + $37,398 +$2,095

$98,655



Status : Original


Original Current






FIFTH AVE W TO EAST MAIN - TH 9 Termini FIFTH AVE W TO EAST MAIN - TH 9










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 430267.41 / 60 * 25 *1.1

$13,804


0.07 * 2112 * 47.22 / 20 * 25 $8,726


0.07 * 16760.44 / 60 * 25 $489


$0 + $13,804 + $8,726 +$489

$23,019



Status : Original


Original Current






9TH ST W - TH 200 TO W.FOURTH AV S.

Termini 9TH ST W - TH 200 TO W.FOURTH AV S.

35 Present AADT 35









AGG BASE CONSTRUCTED SAP54-654-01 IN 2004. NO BIT ORSURF

Comments AGG BASE CONSTRUCTED SAP54-654-01 IN 2004. NO BIT ORSURF


Segment Override



Computation Result


0.24 * 215133.71 / 60 * 25 *1.1

$23,665


0.24 * 546 * 10.3 / 2 * 25 $16,871


0.24 * 0 / 60 * 25 $0


$23,665 + $16,871 + $0 $40,536



Status : Original


Original Current






W. 4TH AV S - 9TH ST W. TO10TH ST W.

Termini W. 4TH AV S - 9TH ST W. TO10TH ST W.

35 Present AADT 35









NEW STREET INTO INDUSTRIALPARKWILL BE CONSTRUCTED SAP 54-654-01

2007 SURFACED, SAP 54-654-002

Comments NEW STREET INTO INDUSTRIALPARKWILL BE CONSTRUCTED SAP 54-654-01

2007 SURFACED, SAP 54-654-002


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.04 * 2442243.38 / 60 * 25* 1.15

$46,810


0.04 * 2904 * 47.22 / 15 * 25 $9,142


0.04 * 119374.32 / 60 * 25 $1,990


$0 + $46,810 + $9,142 +$1,990

$57,942



Status : Original


Original Current






10TH ST W - W 4TH AVE S TO W1ST AVE S

Termini 10TH ST W - W 4TH AVE S TO W1ST AVE S

35 Present AADT 35









NEW STREET INTO INDUSTRIALPARKWILL BE SONSTRUCTED SAP 54-654-01

2007 SURFACED, SAP 54-654-002

Comments NEW STREET INTO INDUSTRIALPARKWILL BE SONSTRUCTED SAP 54-654-01

2007 SURFACED, SAP 54-654-002


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 2442243.38 / 60 * 25* 1.15

$269,156


0.23 * 2904 * 47.22 / 15 * 25 $52,565


0.23 * 119374.32 / 60 * 25 $11,440


$0 + $269,156 + $52,565 +$11,440

$333,161



Status : Original


Original Current






W. 1ST AV S - 10TH ST W. TO9TH ST W.

Termini W. 1ST AV S - 10TH ST W. TO9TH ST W.

35 Present AADT 35









NEW STREET INTO INDUSTRIALPARK

Comments NEW STREET INTO INDUSTRIALPARK


Segment Override



Computation Result


0.08 * 215133.71 / 60 * 25 *1.1

$7,888


0.08 * 546 * 10.3 / 2 * 25 $5,624


0.08 * 0 / 60 * 25 $0


$7,888 + $5,624 + $0 $13,512



Status : Revised


Original Current






TH 9 TO CSAH NO 24 Termini TH 9 TO CSAH NO 24










2016 SAP 054-663-001 M&OL

NEW SEGMENT IN 2008

Comments 2016 SAP 054-663-001 M&OL

NEW SEGMENT IN 2008


Segment Override


Original Current





Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.8 * 430267.41 / 60 * 25 *1.1

$749,382


3.8 * 2112 * 47.22 / 20 * 25 $473,711


3.8 * 16760.44 / 60 * 25 $26,537


44 * 131.99985848 * 15.47 /100 * 25 * 1.15

$25,832


$0 + $749,382 + $473,711+ $26,537 + $25,832

$1,275,462



Status : Original


Original Current






TH 200 TO S CITY LIM Termini TH 200 TO S CITY LIM












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 430267.41 / 60 * 25 *1.1

$59,162


0.3 * 2112 * 47.22 / 20 * 25 $37,398


0.3 * 16760.44 / 60 * 25 $2,095


$0 + $59,162 + $37,398 +$2,095

$98,655



Status : Original


Original Current






S CITY LIM TO 1 MI N CSAH 33 Termini S CITY LIM TO 1 MI N CSAH 33












Segment Override


Original Current






3 Number of Spans 3




Comments



Original Current


1 Milepoint 1


stream Feature Crossed stream

Type of Service


8.5 Culvert Width 8.5

5.17 Culvert Height 5.17




STRUCTURE ADD REQUESTFROM TOM K, 10.2014

Comments STRUCTURE ADD REQUESTFROM TOM K, 10.2014




Computation Result


0 * 56250 / 40 * 25 $0


3.7 * 430267.41 / 60 * 25 *1.1

$729,662


3.7 * 2112 * 47.22 / 20 * 25 $461,245


3.7 * 16760.44 / 60 * 25 $25,839


144.5 * 31.5 * 152 / 80 * 25* 1.15

$248,639


64 * 69.2 * 15.47 / 100 * 25* 1.15

$19,698


$0 + $729,662 + $461,245+ $25,839 + $248,639 +$19,698

$1,485,083



Status : Original


Original Current


1 Segment Length 1




1 MI N CSAH 33 TO CSAH 33 Termini 1 MI N CSAH 33 TO CSAH 33












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 430267.41 / 60 * 25 * 1.1 $197,206


1 * 2112 * 47.22 / 20 * 25 $124,661


1 * 16760.44 / 60 * 25 $6,984


$0 + $197,206 + $124,661+ $6,984

$328,851



Status : New


Original Current
















2016: NEW SEGMENT ROADDESIGNATION VIACOMMISSIONER ORDER NO95746. PRIOR SEGMENT WASCSAH 27.PLAN SAP 54-627-06

Comments 2016: NEW SEGMENT ROADDESIGNATION VIACOMMISSIONER ORDER NO95746. PRIOR SEGMENT WASCSAH 27.PLAN SAP 54-627-06


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.4 * 430267.41 / 60 * 25 *1.1

$276,088


1.4 * 2112 * 47.22 / 20 * 25 $174,525


1.4 * 16760.44 / 60 * 25 $9,777


$0 + $276,088 + $174,525+ $9,777

$460,390

Documents

SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : NORMAN Segment Nbr : 054-601-030 Original Current Unassigned/Unknown Municipality Unassigned/Unknown 1