SANEEDS - CSAH - Segment Report Roadway Segment … · SAP 40-602-18 Comments 2008: FDR AND BIT SURFACED WITH LOCAL FUNDS SAP 40-602-18 Interchange Override Segment Override Segment

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : LE SUEUR Segment Nbr : 040-601-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.8 Segment Length 0.8

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.8 MILES S. OF CSAH 2 TO CSAH2 ALONG E. CO. LINE

Termini 0.8 MILES S. OF CSAH 2 TO CSAH2 ALONG E. CO. LINE

240 Present AADT 240

2013 Year of Count 2013

1 Projection Factor 1

240 Projected Traffic 240

RURAL Design Type RURAL

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

1999 Latest Year SA funds 1999

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.8 * 801370.7 / 60 * 25 *1.1

$293,836

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.8 * 2112 * 59.32 / 20 * 25 $125,284

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.8 * 36798.68 / 60 * 25 $12,266

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $293,836 + $125,284+ $12,266

$431,386



Status : Original


Original Current

CLEVELAND Municipality CLEVELAND





CSAH 15 TO E LIM OF CLEVELAND Termini CSAH 15 TO E LIM OF CLEVELAND





URBAN Design Type URBAN

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




Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 2823252.86 / 60 * 25* 1.15

$311,146


0.23 * 2904 * 59.32 / 15 * 25 $66,035


0.23 * 59776.02 / 60 * 25 $5,729


$0 + $311,146 + $66,035 +$5,729

$382,910



Status : Original


Original Current






E LIM CLEVELAND TO 0.2 MI NE Termini E LIM CLEVELAND TO 0.2 MI NE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 801370.7 / 60 * 25 *1.1

$73,459


0.2 * 2112 * 59.32 / 20 * 25 $31,321


0.2 * 36798.68 / 60 * 25 $3,067


$0 + $73,459 + $31,321 +$3,067

$107,847



Status : Original


Original Current






0.2 MI NE OF E LIM CLEVELANDTO CSAH 11

Termini 0.2 MI NE OF E LIM CLEVELANDTO CSAH 11










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


5.1 * 801370.7 / 60 * 25 *1.1

$1,873,204


5.1 * 2112 * 59.32 / 20 * 25 $798,684


5.1 * 36798.68 / 60 * 25 $78,197


$0 + $1,873,204 + $798,684+ $78,197

$2,750,085



Status : Original


Original Current






CSAH 11 TO N JCT CSAH 5 Termini CSAH 11 TO N JCT CSAH 5










2008: FDR AND BIT SURFACEWITH LOCAL BOND FUNDSSAP 40-602-18

Comments 2008: FDR AND BIT SURFACEWITH LOCAL BOND FUNDSSAP 40-602-18


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.8 * 801370.7 / 60 * 25 *1.1

$661,131


1.8 * 2112 * 59.32 / 20 * 25 $281,889


1.8 * 36798.68 / 60 * 25 $27,599


$0 + $661,131 + $281,889+ $27,599

$970,619



Status : Original


Original Current






N JCT CSAH 5 TO 0.2 MI SE OFCSAH 5 IN CORDOVA

Termini N JCT CSAH 5 TO 0.2 MI SE OFCSAH 5 IN CORDOVA










DSAE APPROVED COMPLETESTORM SEWER NEEDS2008: FDR AND BIT SURFACECONSTRUCTED WITH LOCALFUNDSSAP 40-602-18

Comments DSAE APPROVED COMPLETESTORM SEWER NEEDS2008: FDR AND BIT SURFACECONSTRUCTED WITH LOCALFUNDSSAP 40-602-18


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 2823252.86 / 60 * 25 *1.15

$270,562


0.2 * 2904 * 59.32 / 15 * 25 $57,422


0.2 * 59776.02 / 60 * 25 $4,981


$0 + $270,562 + $57,422 +$4,981

$332,965



Status : Original


Original Current






0.2 MI SE OF N JCT CSAH 5 TO CR165

Termini 0.2 MI SE OF N JCT CSAH 5 TO CR165










2008: FDR AND BIT SURFACEDWITH LOCAL FUNDSSAP 40-602-18

Comments 2008: FDR AND BIT SURFACEDWITH LOCAL FUNDSSAP 40-602-18


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.7 * 801370.7 / 60 * 25 *1.1

$991,696


2.7 * 2112 * 59.32 / 20 * 25 $422,833


2.7 * 36798.68 / 60 * 25 $41,399


$0 + $991,696 + $422,833+ $41,399

$1,455,928



Status : Original


Original Current


2 Segment Length 2




CR 165 TO TH 13 Termini CR 165 TO TH 13










CIR AND OL 2011 Comments CIR AND OL 2011


Segment Override

Bridge Information Status: Original

Original Current

40521 Structure Number 40521

11.61 Milepoint 11.61

2003 Year Built 2003

BIG CANNON RIVER Feature Crossed BIG CANNON RIVER

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Spans 1

51.6 Bridge Length 51.6

39.3 Bridge Width 39.3

100% Shared Structure 100%

Comments

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



Computation Result


0 * 56250 / 40 * 25 $0


2 * 801370.7 / 60 * 25 * 1.1 $734,590


2 * 2112 * 59.32 / 20 * 25 $313,210


2 * 36798.68 / 60 * 25 $30,666

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

51.6 * 39.3 * 152 / 80 * 25 *1.15

$110,773

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

$0 + $734,590 + $313,210+ $30,666 + $110,773

$1,189,239



Status : Original


Original Current






TH 13 TO WEST LIMITS KILKENNY Termini TH 13 TO WEST LIMITS KILKENNY












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 801370.7 / 60 * 25 *1.1

$550,942


1.5 * 2112 * 59.32 / 20 * 25 $234,907


1.5 * 36798.68 / 60 * 25 $22,999


$0 + $550,942 + $234,907+ $22,999

$808,848



Status : Original


Original Current

KILKENNY Municipality KILKENNY





W LIMS KILKENNY TO LAURELAVE (CSAH 55) ON DODD ROAD

Termini W LIMS KILKENNY TO LAURELAVE (CSAH 55) ON DODD ROAD










OL 2011 Comments OL 2011


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.18 * 801370.7 / 60 * 25 *1.1

$66,113


0.18 * 2112 * 59.32 / 20 * 25 $28,189


0.18 * 36798.68 / 60 * 25 $2,760


$0 + $66,113 + $28,189 +$2,760

$97,062



Status : Original


Original Current






LAUREL AVE (CSAH 55) TOLINDEN AVE (CSAH 3) ON DODDROAD

Termini LAUREL AVE (CSAH 55) TOLINDEN AVE (CSAH 3) ON DODDROAD












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 801370.7 / 60 * 25 *1.1

$25,711


0.07 * 2112 * 59.32 / 20 * 25 $10,962


0.07 * 36798.68 / 60 * 25 $1,073


$0 + $25,711 + $10,962 +$1,073

$37,746



Status : Original


Original Current






LINDEN AVE (CSAH 3) TO 0.12 MIEAST

Termini LINDEN AVE (CSAH 3) TO 0.12 MIEAST












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.12 * 801370.7 / 60 * 25 *1.1

$44,075


0.12 * 2112 * 59.32 / 20 * 25 $18,793


0.12 * 36798.68 / 60 * 25 $1,840


$0 + $44,075 + $18,793 +$1,840

$64,708



Status : Original


Original Current






0.12 MI E OF CSAH 3 TO EAST LIMKILKENNY

Termini 0.12 MI E OF CSAH 3 TO EAST LIMKILKENNY












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 801370.7 / 60 * 25 *1.1

$36,729


0.1 * 2112 * 59.32 / 20 * 25 $15,660


0.1 * 36798.68 / 60 * 25 $1,533


$0 + $36,729 + $15,660 +$1,533

$53,922



Status : Original


Original Current






EAST LIM KILKENNY TO E COLINE

Termini EAST LIM KILKENNY TO E COLINE












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.4 * 801370.7 / 60 * 25 *1.1

$881,508


2.4 * 2112 * 59.32 / 20 * 25 $375,852


2.4 * 36798.68 / 60 * 25 $36,799


$0 + $881,508 + $375,852+ $36,799

$1,294,159



Status : Original


Original Current


1 Segment Length 1




S CO LINE TO TH 60 S LIMSWATERVILLE

Termini S CO LINE TO TH 60 S LIMSWATERVILLE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 801370.7 / 60 * 25 * 1.1 $367,295


1 * 2112 * 59.32 / 20 * 25 $156,605


1 * 36798.68 / 60 * 25 $15,333


$0 + $367,295 + $156,605+ $15,333

$539,233



Status : Original


Original Current

WATERVILLE Municipality WATERVILLE





TH 60 S LIMS WATERVILLE TO0.14 MI N ON REED ST

Termini TH 60 S LIMS WATERVILLE TO0.14 MI N ON REED ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 2823252.86 / 60 * 25* 1.15

$189,393


0.14 * 2904 * 59.32 / 15 * 25 $40,195


0.14 * 59776.02 / 60 * 25 $3,487


$0 + $189,393 + $40,195 +$3,487

$233,075



Status : Original


Original Current






0.14 MI N OF TH 60 TO GREENSTREET ON REED STREET

Termini 0.14 MI N OF TH 60 TO GREENSTREET ON REED STREET










Comments


Segment Override

Culvert Information Status: Original

Original Current


1.22 Milepoint 1.22


WHITE WATER CREEK Feature Crossed WHITE WATER CREEK


2 Number of Barrels 2

10 Culvert Width 10

8 Culvert Height 8

56 Culvert Length 56

159.99999155 Area of Waterway Opening 159.99999155


Comments

1 Culvert Group Code 1



Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 2823252.86 / 60 * 25* 1.15

$175,865


0.13 * 2904 * 59.32 / 15 * 25 $37,324


0.13 * 59776.02 / 60 * 25 $3,238

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

56 * 159.99999155 * 15.47 /100 * 25 * 1.15

$39,851

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

$0 + $175,865 + $37,324 +$3,238 + $39,851

$256,278



Status : Original


Original Current






GREEN ST TO PAQUIN ST (CSAH14/53) ON REED ST

Termini GREEN ST TO PAQUIN ST (CSAH14/53) ON REED ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.24 * 2823252.86 / 60 * 25* 1.15

$324,674


0.24 * 2904 * 59.32 / 15 * 25 $68,906


0.24 * 59776.02 / 60 * 25 $5,978


$0 + $324,674 + $68,906 +$5,978

$399,558



Status : Original


Original Current






TH 13 TO NORTH LIMITS OFWATERVILLE

Termini TH 13 TO NORTH LIMITS OFWATERVILLE










SURFACE CONSTRUCTED IN 2007WITH LOCAL BOND FUNDSSAP 40-603-24

Comments SURFACE CONSTRUCTED IN 2007WITH LOCAL BOND FUNDSSAP 40-603-24


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.64 * 801370.7 / 60 * 25 *1.1

$235,069


0.64 * 2112 * 59.32 / 20 * 25 $100,227


0.64 * 36798.68 / 60 * 25 $9,813


$0 + $235,069 + $100,227+ $9,813

$345,109



Status : Original


Original Current






NORTH LIMITS WATERVILLE TOCSAH 10

Termini NORTH LIMITS WATERVILLE TOCSAH 10










SURFACE CONSTRUCTED WITHLOCAL BOND FUNDS IN 2007SAP 40-603-24

Comments SURFACE CONSTRUCTED WITHLOCAL BOND FUNDS IN 2007SAP 40-603-24


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.3 * 801370.7 / 60 * 25 *1.1

$477,483


1.3 * 2112 * 59.32 / 20 * 25 $203,586


1.3 * 36798.68 / 60 * 25 $19,933


$0 + $477,483 + $203,586+ $19,933

$701,002



Status : Original


Original Current






CSAH 10 TO CR 168 Termini CSAH 10 TO CR 168










SURFACE CONSTRUCTED WITHLOCAL BONDS FUNDS IN 2007SAP 40-603-24

Comments SURFACE CONSTRUCTED WITHLOCAL BONDS FUNDS IN 2007SAP 40-603-24


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.4 * 801370.7 / 60 * 25 *1.1

$1,248,803


3.4 * 2112 * 59.32 / 20 * 25 $532,456


3.4 * 36798.68 / 60 * 25 $52,131


$0 + $1,248,803 + $532,456+ $52,131

$1,833,390



Status : Original


Original Current






CR 168 TO SO LIM KILKENNY Termini CR 168 TO SO LIM KILKENNY










SURFACE CONSTRUCTED WITHLOCAL BOND FUNDS IN 2007SAP 40-603-24

Comments SURFACE CONSTRUCTED WITHLOCAL BOND FUNDS IN 2007SAP 40-603-24


Segment Override


Original Current


8.51 Milepoint 8.51


LITTLE CANNON R(CD # 38) Feature Crossed LITTLE CANNON R(CD # 38)


1 Number of Spans 1




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 801370.7 / 60 * 25 *1.1

$220,377


0.6 * 2112 * 59.32 / 20 * 25 $93,963


0.6 * 36798.68 / 60 * 25 $9,200


69.4 * 39.3 * 152 / 80 * 25 *1.15

$148,985


$0 + $220,377 + $93,963 +$9,200 + $148,985

$472,525



Status : Original


Original Current






S LIMS KILKENNY TO DODD ROAD(CSAH 2) ON LINDEN AVE

Termini S LIMS KILKENNY TO DODD ROAD(CSAH 2) ON LINDEN AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.26 * 2823252.86 / 60 * 25* 1.15

$351,730


0.26 * 2904 * 59.32 / 15 * 25 $74,648


0.26 * 59776.02 / 60 * 25 $6,476


$0 + $351,730 + $74,648 +$6,476

$432,854



Status : Original


Original Current






DODD RD (CSAH 2) TO 0.15 MI NON LINDEN AVE

Termini DODD RD (CSAH 2) TO 0.15 MI NON LINDEN AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.15 * 2823252.86 / 60 * 25* 1.15

$202,921


0.15 * 2904 * 59.32 / 15 * 25 $43,066


0.15 * 59776.02 / 60 * 25 $3,736


$0 + $202,921 + $43,066 +$3,736

$249,723



Status : Original


Original Current






0.15 MI N OF CSAH 2 TO N LIMITOF KILKENNY

Termini 0.15 MI N OF CSAH 2 TO N LIMITOF KILKENNY










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 801370.7 / 60 * 25 *1.1

$51,421


0.14 * 2112 * 59.32 / 20 * 25 $21,925


0.14 * 36798.68 / 60 * 25 $2,147


$0 + $51,421 + $21,925 +$2,147

$75,493



Status : Original


Original Current


3 Segment Length 3




NORTH LIMIT OF KILKENNY TONORTH JCT CR 135

Termini NORTH LIMIT OF KILKENNY TONORTH JCT CR 135










COMBINED SEGMENTS 100, 105,110, 111 & 112

Comments COMBINED SEGMENTS 100, 105,110, 111 & 112


Segment Override


Original Current


10.6 Milepoint 10.6


BIG CANNON RIVER Feature Crossed BIG CANNON RIVER


1 Number of Spans 1




Comments



Original Current


11.509 Milepoint 11.509


STREAM Feature Crossed STREAM



10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3 * 801370.7 / 60 * 25 * 1.1 $1,101,885


3 * 2112 * 59.32 / 20 * 25 $469,814


3 * 36798.68 / 60 * 25 $45,998


109.6 * 39.3 * 152 / 80 * 25* 1.15

$235,285


56 * 89.00023076 * 15.47 /100 * 25 * 1.15

$22,167

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

$0 + $1,101,885 + $469,814+ $45,998 + $235,285 +$22,167

$1,875,149



Status : Original


Original Current


5 Segment Length 5




NORTH JCT CR 135 TO TH 21 Termini NORTH JCT CR 135 TO TH 21










COMBINED SEGMENTS 120 & 121USED HIGHER PRESENT TRAFFICTOOK WEIGHTED AVERAGE OFGRADING COSTS

Comments COMBINED SEGMENTS 120 & 121USED HIGHER PRESENT TRAFFICTOOK WEIGHTED AVERAGE OFGRADING COSTS


Segment Override


Original Current

40J16 Structure Number 40J16



CO DITCH # 63 Feature Crossed CO DITCH # 63



12 Culvert Width 12

10 Culvert Height 10




Comments




Computation Result


0 * 56250 / 40 * 25 $0


5 * 801370.7 / 60 * 25 * 1.1 $1,836,475


5 * 2112 * 59.32 / 20 * 25 $783,024


5 * 36798.68 / 60 * 25 $76,664


100 * 120.00026276 * 15.47/ 100 * 25 * 1.15

$53,372


$0 + $1,836,475 + $783,024+ $76,664 + $53,372

$2,749,535



Status : Original


Original Current

MONTGOMERY Municipality MONTGOMERY





SOUTH LIMIT OF MONTGOMERYTH 21 TO 0.30 MI NO

Termini SOUTH LIMIT OF MONTGOMERYTH 21 TO 0.30 MI NO










2015 SAP 040-603-025 RECONST Comments 2015 SAP 040-603-025 RECONST


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 1589559.55 / 60 * 25 *1.1

$218,564


0.3 * 2376 * 59.32 / 20 * 25 $52,854


0.3 * 222272.59 / 60 * 25 $27,784


$0 + $218,564 + $52,854 +$27,784

$299,202



Status : Original


Original Current






0.30 MI N OF TH 21 TOBOULEVARD AVE (CSAH 26) ON5TH STREET

Termini 0.30 MI N OF TH 21 TOBOULEVARD AVE (CSAH 26) ON5TH STREET










2015 SAP 040-603-025 RECONST Comments 2015 SAP 040-603-025 RECONST


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.67 * 2823252.86 / 60 * 25* 1.15

$906,382


0.67 * 2904 * 59.32 / 15 * 25 $192,363


0.67 * 59776.02 / 60 * 25 $16,687


$0 + $906,382 + $192,363+ $16,687

$1,115,432



Status : Original


Original Current






CSAH 26 TO SOUTH LIMITS OFMONTGOMERY

Termini CSAH 26 TO SOUTH LIMITS OFMONTGOMERY







Latest Year SA funds



FORMERLY CR 144. ADDED TOCSAH SYSTEM IN 2009

C.O. #91176

Comments FORMERLY CR 144. ADDED TOCSAH SYSTEM IN 2009

C.O. #91176


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 801370.7 / 60 * 25 *1.1

$183,647


0.5 * 2112 * 59.32 / 20 * 25 $78,302


0.5 * 36798.68 / 60 * 25 $7,666


$0 + $183,647 + $78,302 +$7,666

$269,615



Status : Original


Original Current






SOUTH LIMITS TO NORTH LIMITSMONTGOMERY

Termini SOUTH LIMITS TO NORTH LIMITSMONTGOMERY










FORMERLY CR 144. ADDED TOCSAH SYSTEM IN 2009

C.O. #91176

Comments FORMERLY CR 144. ADDED TOCSAH SYSTEM IN 2009

C.O. #91176


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 801370.7 / 60 * 25 *1.1

$73,459


0.2 * 2112 * 59.32 / 20 * 25 $31,321


0.2 * 36798.68 / 60 * 25 $3,067


$0 + $73,459 + $31,321 +$3,067

$107,847



Status : Original


Original Current






0.7 MILES NORTH CSAH 26 TOCSAH 29

Termini 0.7 MILES NORTH CSAH 26 TOCSAH 29










FORMERLY CR 144. ADDED TOCSAH 3 SYSTEM IN 2009.

C.O. #91176

Comments FORMERLY CR 144. ADDED TOCSAH 3 SYSTEM IN 2009.

C.O. #91176


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


5.3 * 1589559.55 / 60 * 25 *1.1

$3,861,305


5.3 * 2376 * 59.32 / 20 * 25 $933,756


5.3 * 222272.59 / 60 * 25 $490,852


$0 + $3,861,305 + $933,756+ $490,852

$5,285,913



Status : Original


Original Current


1 Segment Length 1




CSAH 29 TO TRUNK HIGHWAY 19 Termini CSAH 29 TO TRUNK HIGHWAY 19










FORMERLY CR 144. ADDED TOCSAH 3 SYSTEM IN 2011.

C.O. #91176

Comments FORMERLY CR 144. ADDED TOCSAH 3 SYSTEM IN 2011.

C.O. #91176


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1589559.55 / 60 * 25 *1.1

$728,548


1 * 2376 * 59.32 / 20 * 25 $176,180


1 * 222272.59 / 60 * 25 $92,614


$0 + $728,548 + $176,180+ $92,614

$997,342



Status : Original


Original Current






CSAH 2 TO CSAH 26 Termini CSAH 2 TO CSAH 26










COMBINED SEGMENTS 060 & 070USED HIGHER PRESENT TRAFFIC

Comments COMBINED SEGMENTS 060 & 070USED HIGHER PRESENT TRAFFIC


Segment Override


Original Current


5.3 Milepoint 5.3


LE SUEUR CREEK (CD # 23) Feature Crossed LE SUEUR CREEK (CD # 23)

Type of Service


10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


7.9 * 801370.7 / 60 * 25 *1.1

$2,901,630


7.9 * 2112 * 59.32 / 20 * 25 $1,237,178


7.9 * 36798.68 / 60 * 25 $121,129


125 * 80.00053397 * 15.47 /100 * 25 * 1.15

$44,477


$0 + $2,901,630 +$1,237,178 + $121,129 +$44,477

$4,304,414



Status : Original


Original Current






TRUNK HIGHWAY 60 TO CSAH 14 Termini TRUNK HIGHWAY 60 TO CSAH 14










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 801370.7 / 60 * 25 *1.1

$550,942


1.5 * 2112 * 59.32 / 20 * 25 $234,907


1.5 * 36798.68 / 60 * 25 $22,999


$0 + $550,942 + $234,907+ $22,999

$808,848



Status : Original


Original Current



AGGREGATE SURF Existing Surface Type AGGREGATE SURF













NEW STATE AID SEGMENT IN 2007 Comments NEW STATE AID SEGMENT IN 2007


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.4 * 801370.7 / 60 * 25 *1.1

$881,508


2.4 * 2112 * 59.32 / 20 * 25 $375,852


2.4 * 36798.68 / 60 * 25 $36,799


$0 + $881,508 + $375,852+ $36,799

$1,294,159



Status : Original


Original Current
















2015 SAP 040-607-006 CULVERT40J28 REPLACE BR

COMBINED SEGEMENTS 010 & 020

Comments 2015 SAP 040-607-006 CULVERT40J28 REPLACE BR

COMBINED SEGEMENTS 010 & 020


Segment Override


Original Current


2.81 Milepoint 2.81





12 Culvert Width 12



240 Area of Waterway Opening 240


2015 SAP 040-607-006 CULVERT40J28 REPLACE BR

Comments 2015 SAP 040-607-006 CULVERT40J28 REPLACE BR




Computation Result


0 * 56250 / 40 * 25 $0


4.3 * 801370.7 / 60 * 25 *1.1

$1,579,368


4.3 * 2112 * 59.32 / 20 * 25 $673,401


4.3 * 36798.68 / 60 * 25 $65,931


60 * 240 * 15.47 / 100 * 25 *1.15

$64,046


$0 + $1,579,368 + $673,401+ $65,931 + $64,046

$2,382,746



Status : Original


Original Current
















Comments


Segment Override



Computation Result


4.3 * 400685.35 / 60 * 25 *1.1

$789,684


4.3 * 546 * 10.3 / 2 * 25 $302,279


4.3 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$789,684 + $302,279 + $0 $1,091,963



Status : Original


Original Current


2 Segment Length 2




CSAH 3 TO E CO LINE Termini CSAH 3 TO E CO LINE










ELGIBLE FOR 25 YEAR NEEDSREINSTATEMENT 2009.

Comments ELGIBLE FOR 25 YEAR NEEDSREINSTATEMENT 2009.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 801370.7 / 60 * 25 * 1.1 $734,590


2 * 2112 * 59.32 / 20 * 25 $313,210


2 * 36798.68 / 60 * 25 $30,666


$0 + $734,590 + $313,210+ $30,666

$1,078,466



Status : Original


Original Current

ELYSIAN Municipality ELYSIAN





TH 60 TO 0.35 MILES SOUTH OFCSAH 14

Termini TH 60 TO 0.35 MILES SOUTH OFCSAH 14










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.32 * 2823252.86 / 60 * 25* 1.15

$432,899


0.32 * 2904 * 59.32 / 15 * 25 $91,875


0.32 * 59776.02 / 60 * 25 $7,970


$0 + $432,899 + $91,875 +$7,970

$532,744



Status : Original


Original Current






0.35 MI SOUTH OF CSAH 14 TO0.09 MI SOUTH OF CSAH 14

Termini 0.35 MI SOUTH OF CSAH 14 TO0.09 MI SOUTH OF CSAH 14










OVERLAY 2010, SAP 40-611-036 Comments OVERLAY 2010, SAP 40-611-036


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.26 * 2823252.86 / 60 * 25* 1.15

$351,730


0.26 * 2904 * 59.32 / 15 * 25 $74,648


0.26 * 59776.02 / 60 * 25 $6,476


$0 + $351,730 + $74,648 +$6,476

$432,854



Status : Original


Original Current






0.09 MI SO OF CSAH 14 TO NORTHLIMITS OF ELYSIAN (CSAH 13)

Termini 0.09 MI SO OF CSAH 14 TO NORTHLIMITS OF ELYSIAN (CSAH 13)












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.27 * 1589559.55 / 60 * 25* 1.1

$925,256


1.27 * 2376 * 59.32 / 20 * 25 $223,749


1.27 * 222272.59 / 60 * 25 $117,619


$0 + $925,256 + $223,749+ $117,619

$1,266,624



Status : Original


Original Current


2 Segment Length 2




CSAH 13 TO EAST JCT OF CSAH12

Termini CSAH 13 TO EAST JCT OF CSAH12










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 801370.7 / 60 * 25 * 1.1 $734,590


2 * 2112 * 59.32 / 20 * 25 $313,210


2 * 36798.68 / 60 * 25 $30,666


$0 + $734,590 + $313,210+ $30,666

$1,078,466



Status : Original


Original Current






SOUTH JCT CSAH 12 TO NORTHJCT CSAH 12

Termini SOUTH JCT CSAH 12 TO NORTHJCT CSAH 12










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.5 * 801370.7 / 60 * 25 *1.1

$1,285,532


3.5 * 2112 * 59.32 / 20 * 25 $548,117


3.5 * 36798.68 / 60 * 25 $53,665


$0 + $1,285,532 + $548,117+ $53,665

$1,887,314



Status : Original


Original Current






NORTH JCT CSAH 12 TO RICELAKE RD (OLD CSAH 9)

Termini NORTH JCT CSAH 12 TO RICELAKE RD (OLD CSAH 9)










COMBINED SEGMENTS 060 & 070TOOK WEIGHTED AVERAGE OFGRADING COSTS

Comments COMBINED SEGMENTS 060 & 070TOOK WEIGHTED AVERAGE OFGRADING COSTS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.3 * 801370.7 / 60 * 25 *1.1

$477,483


1.3 * 2112 * 59.32 / 20 * 25 $203,586


1.3 * 36798.68 / 60 * 25 $19,933


$0 + $477,483 + $203,586+ $19,933

$701,002



Status : Original


Original Current






RICE LAKE ROAD (OLD CSAH 9)TO E JCT CSAH 2

Termini RICE LAKE ROAD (OLD CSAH 9)TO E JCT CSAH 2










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.4 * 801370.7 / 60 * 25 *1.1

$1,248,803


3.4 * 2112 * 59.32 / 20 * 25 $532,456


3.4 * 36798.68 / 60 * 25 $52,131


$0 + $1,248,803 + $532,456+ $52,131

$1,833,390



Status : Original


Original Current


1 Segment Length 1




EAST JCT CSAH 2 TO WEST JCTCSAH 2

Termini EAST JCT CSAH 2 TO WEST JCTCSAH 2










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 801370.7 / 60 * 25 * 1.1 $367,295


1 * 2112 * 59.32 / 20 * 25 $156,605


1 * 36798.68 / 60 * 25 $15,333


$0 + $367,295 + $156,605+ $15,333

$539,233



Status : Original


Original Current


2 Segment Length 2




WEST JCT CSAH 2 TO S LIMITS LECENTER (CR 110)

Termini WEST JCT CSAH 2 TO S LIMITS LECENTER (CR 110)










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 801370.7 / 60 * 25 * 1.1 $734,590


2 * 2112 * 59.32 / 20 * 25 $313,210


2 * 36798.68 / 60 * 25 $30,666


$0 + $734,590 + $313,210+ $30,666

$1,078,466



Status : Original


Original Current

LE CENTER Municipality LE CENTER





SOUTH LIMITS LE CENTER (CR110) TO 0.63 MI NORTH

Termini SOUTH LIMITS LE CENTER (CR110) TO 0.63 MI NORTH










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.63 * 801370.7 / 60 * 25 *1.1

$231,396


0.63 * 2112 * 59.32 / 20 * 25 $98,661


0.63 * 36798.68 / 60 * 25 $9,660


$0 + $231,396 + $98,661 +$9,660

$339,717



Status : Original


Original Current






0.63 MI N OF CR 110 TO TH 99 Termini 0.63 MI N OF CR 110 TO TH 99










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 801370.7 / 60 * 25 *1.1

$146,918


0.4 * 2112 * 59.32 / 20 * 25 $62,642


0.4 * 36798.68 / 60 * 25 $6,133


$0 + $146,918 + $62,642 +$6,133

$215,693



Status : Original


Original Current






TH 99 TO 0.2 MI NORTH ONCORDOVA AVE

Termini TH 99 TO 0.2 MI NORTH ONCORDOVA AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 2823252.86 / 60 * 25 *1.15

$270,562


0.2 * 2904 * 59.32 / 15 * 25 $57,422


0.2 * 59776.02 / 60 * 25 $4,981


$0 + $270,562 + $57,422 +$4,981

$332,965



Status : Original


Original Current






0.2 MI N OF TH 99 TO SPORSSTREET ON CORDOVA AVE

Termini 0.2 MI N OF TH 99 TO SPORSSTREET ON CORDOVA AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.62 * 2823252.86 / 60 * 25* 1.15

$838,741


0.62 * 2904 * 59.32 / 15 * 25 $178,007


0.62 * 59776.02 / 60 * 25 $15,442


$0 + $838,741 + $178,007+ $15,442

$1,032,190



Status : Original


Original Current






SPORS STREET TO N LIM LECENTER ( 6TH STREET) ONCORDOVA AVE

Termini SPORS STREET TO N LIM LECENTER ( 6TH STREET) ONCORDOVA AVE










DSAE APPROVED COMPLETESTORM SEWER NEEDS

Comments DSAE APPROVED COMPLETESTORM SEWER NEEDS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.11 * 2823252.86 / 60 * 25* 1.15

$148,809


0.11 * 2904 * 59.32 / 15 * 25 $31,582


0.11 * 59776.02 / 60 * 25 $2,740


$0 + $148,809 + $31,582 +$2,740

$183,131



Status : Original


Original Current






NORTH LIMITS LE CENTER (6THSTREET) TO CSAH 32

Termini NORTH LIMITS LE CENTER (6THSTREET) TO CSAH 32










Comments


Segment Override


Original Current




LE SUEUR CREEK Feature Crossed LE SUEUR CREEK


1 Number of Spans 1

87 Bridge Length 87



Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.1 * 801370.7 / 60 * 25 *1.1

$771,319


2.1 * 2112 * 59.32 / 20 * 25 $328,870


2.1 * 36798.68 / 60 * 25 $32,199


87 * 47.3 * 152 / 80 * 25 *1.15

$224,787


$0 + $771,319 + $328,870+ $32,199 + $224,787

$1,357,175



Status : Original


Original Current


2 Segment Length 2




CSAH 32 TO E JCT CSAH 26 Termini CSAH 32 TO E JCT CSAH 26










RESURFACED UNDER SAP 40-611-033

Comments RESURFACED UNDER SAP 40-611-033


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 801370.7 / 60 * 25 * 1.1 $734,590


2 * 2112 * 59.32 / 20 * 25 $313,210


2 * 36798.68 / 60 * 25 $30,666


$0 + $734,590 + $313,210+ $30,666

$1,078,466



Status : Original


Original Current






W JCT CSAH 26 TO S JCT CSAH 28 Termini W JCT CSAH 26 TO S JCT CSAH 28













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.1 * 801370.7 / 60 * 25 *1.1

$1,138,614


3.1 * 2112 * 59.32 / 20 * 25 $485,475


3.1 * 36798.68 / 60 * 25 $47,532


$0 + $1,138,614 + $485,475+ $47,532

$1,671,621



Status : Original


Original Current






SO JCT CSAH 28 TO CO RD 120 Termini SO JCT CSAH 28 TO CO RD 120













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 801370.7 / 60 * 25 *1.1

$330,565


0.9 * 2112 * 59.32 / 20 * 25 $140,944


0.9 * 36798.68 / 60 * 25 $13,800


$0 + $330,565 + $140,944+ $13,800

$485,309



Status : Original


Original Current






CO RD 120 TO NO JCT CSAH 28 Termini CO RD 120 TO NO JCT CSAH 28













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 801370.7 / 60 * 25 *1.1

$220,377


0.6 * 2112 * 59.32 / 20 * 25 $93,963


0.6 * 36798.68 / 60 * 25 $9,200


$0 + $220,377 + $93,963 +$9,200

$323,540



Status : Original


Original Current


3 Segment Length 3




NO JCT CSAH 28 TO TH 19 Termini NO JCT CSAH 28 TO TH 19













Segment Override


Original Current






1 Number of Spans 1

54 Bridge Length 54



Comments




Computation Result


0 * 56250 / 40 * 25 $0


3 * 801370.7 / 60 * 25 * 1.1 $1,101,885


3 * 2112 * 59.32 / 20 * 25 $469,814


3 * 36798.68 / 60 * 25 $45,998


54 * 31.2 * 152 / 80 * 25 *1.15

$92,032


$0 + $1,101,885 + $469,814+ $45,998 + $92,032

$1,709,729



Status : Original


Original Current






TH 13 TO SO JCT CSAH 11 Termini TH 13 TO SO JCT CSAH 11










SURFACED IN 2006 WITH LOCALFUNDS

Comments SURFACED IN 2006 WITH LOCALFUNDS


Segment Override


Original Current


2.2 Milepoint 2.2


Big Cannon RIver Feature Crossed Big Cannon RIver


3 Number of Spans 3


31 Bridge Width 31


Comments




Computation Result


0 * 56250 / 40 * 25 $0


5.4 * 801370.7 / 60 * 25 *1.1

$1,983,392


5.4 * 2112 * 59.32 / 20 * 25 $845,666


5.4 * 36798.68 / 60 * 25 $82,797


71.6 * 31 * 152 / 80 * 25 *1.15

$121,246


$0 + $1,983,392 + $845,666+ $82,797 + $121,246

$3,033,101



Status : Original


Original Current


1 Segment Length 1




NORTH JCT CSAH 11 TO 0.2 MIEAST OF CSAH 13

Termini NORTH JCT CSAH 11 TO 0.2 MIEAST OF CSAH 13










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 801370.7 / 60 * 25 * 1.1 $367,295


1 * 2112 * 59.32 / 20 * 25 $156,605


1 * 36798.68 / 60 * 25 $15,333


$0 + $367,295 + $156,605+ $15,333

$539,233



Status : Original


Original Current






0.2 MI EAST OF CSAH 13 TO CSAH13 IN BEAVER DAM

Termini 0.2 MI EAST OF CSAH 13 TO CSAH13 IN BEAVER DAM










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 801370.7 / 60 * 25 *1.1

$73,459


0.2 * 2112 * 59.32 / 20 * 25 $31,321


0.2 * 36798.68 / 60 * 25 $3,067


$0 + $73,459 + $31,321 +$3,067

$107,847



Status : Original


Original Current






FROM T.H. 60 NORTH TO THEINTERSECTION OF CSAH 16

Termini FROM T.H. 60 NORTH TO THEINTERSECTION OF CSAH 16










THIS SEGMENT IS NEWLY ADDEDTO THE CSAH SYSTEM AS PARTOF CSAH 13. THIS SECTION OFROADWAY WAS FORMERLYCOUNTY ROAD 130.

C.O. #91176

Comments THIS SEGMENT IS NEWLY ADDEDTO THE CSAH SYSTEM AS PARTOF CSAH 13. THIS SECTION OFROADWAY WAS FORMERLYCOUNTY ROAD 130.

C.O. #91176


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.5 * 801370.7 / 60 * 25 *1.1

$918,237


2.5 * 2112 * 59.32 / 20 * 25 $391,512


2.5 * 36798.68 / 60 * 25 $38,332


$0 + $918,237 + $391,512+ $38,332

$1,348,081



Status : Original


Original Current






CSAH 16 TO 2.9 MI NORTH OFCSAH 16

Termini CSAH 16 TO 2.9 MI NORTH OFCSAH 16










2008: FDR AND SURFACINGCOMPLETED WITH 90% LOCALAND 10% SA FUNDSSAP 40-602-18

C.O. #91176

Comments 2008: FDR AND SURFACINGCOMPLETED WITH 90% LOCALAND 10% SA FUNDSSAP 40-602-18

C.O. #91176


Segment Override


Original Current


3.89 Milepoint 3.89





10 Culvert Width 10

6 Culvert Height 6




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.9 * 801370.7 / 60 * 25 *1.1

$1,065,155


2.9 * 2112 * 59.32 / 20 * 25 $454,154


2.9 * 36798.68 / 60 * 25 $44,465


118 * 43.99959403 * 15.47 /100 * 25 * 1.15

$23,092


$0 + $1,065,155 + $454,154+ $44,465 + $23,092

$1,586,866



Status : Original


Original Current






2.9 MI. N. CSAH 16 TO CSAH NO 12 Termini 2.9 MI. N. CSAH 16 TO CSAH NO 12










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 801370.7 / 60 * 25 *1.1

$220,377


0.6 * 2112 * 59.32 / 20 * 25 $93,963


0.6 * 36798.68 / 60 * 25 $9,200


$0 + $220,377 + $93,963 +$9,200

$323,540



Status : Original


Original Current
















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 801370.7 / 60 * 25 *1.1

$404,024


1.1 * 2112 * 59.32 / 20 * 25 $172,265


1.1 * 36798.68 / 60 * 25 $16,866


$0 + $404,024 + $172,265+ $16,866

$593,155



Status : Original


Original Current






CSAH 18 TO 0.3 MI EAST OF CSAH15

Termini CSAH 18 TO 0.3 MI EAST OF CSAH15










PLAN DOES NOT SHOW PROJECTLIMITS TO CSAH 15 BUT PROJECTWAS EXTENDED DURINGCONSTRUCTION TO THE JCT OFCSAH 15. WEST 0.3 MILES OFPROJECT RECONSTRUCTED WITHCSAH 15 IN 2005 (NOW SEG 050)

Comments PLAN DOES NOT SHOW PROJECTLIMITS TO CSAH 15 BUT PROJECTWAS EXTENDED DURINGCONSTRUCTION TO THE JCT OFCSAH 15. WEST 0.3 MILES OFPROJECT RECONSTRUCTED WITHCSAH 15 IN 2005 (NOW SEG 050)


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.6 * 801370.7 / 60 * 25 *1.1

$1,322,262


3.6 * 2112 * 59.32 / 20 * 25 $563,777


3.6 * 36798.68 / 60 * 25 $55,198


$0 + $1,322,262 + $563,777+ $55,198

$1,941,237



Status : Original


Original Current






0.3 MI EAST OF CSAH 15 TO CSAH15

Termini 0.3 MI EAST OF CSAH 15 TO CSAH15










RECONSTRUCTED UNDER SAP40-613-007

Comments RECONSTRUCTED UNDER SAP40-613-007


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 801370.7 / 60 * 25 *1.1

$110,188


0.3 * 2112 * 59.32 / 20 * 25 $46,981


0.3 * 36798.68 / 60 * 25 $4,600


$0 + $110,188 + $46,981 +$4,600

$161,769



Status : Original


Original Current






CSAH 11 TO NORTH LIMITS OFELYSIAN

Termini CSAH 11 TO NORTH LIMITS OFELYSIAN










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.1 * 801370.7 / 60 * 25 *1.1

$404,024


1.1 * 2112 * 59.32 / 20 * 25 $172,265


1.1 * 36798.68 / 60 * 25 $16,866


$0 + $404,024 + $172,265+ $16,866

$593,155



Status : Original


Original Current






NORTH LIMITS OF ELYSIAN TOCSAH 6

Termini NORTH LIMITS OF ELYSIAN TOCSAH 6










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.2 * 801370.7 / 60 * 25 *1.1

$1,175,344


3.2 * 2112 * 59.32 / 20 * 25 $501,135


3.2 * 36798.68 / 60 * 25 $49,065


$0 + $1,175,344 + $501,135+ $49,065

$1,725,544



Status : Original


Original Current






CSAH 6 TO WEST LIMITS OFWATERVILLE

Termini CSAH 6 TO WEST LIMITS OFWATERVILLE










2015 SAP 040-614-010 / SAP 040-614-009 PHASED RECONST

Comments 2015 SAP 040-614-010 / SAP 040-614-009 PHASED RECONST


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 801370.7 / 60 * 25 *1.1

$550,942


1.5 * 2112 * 59.32 / 20 * 25 $234,907


1.5 * 36798.68 / 60 * 25 $22,999


$0 + $550,942 + $234,907+ $22,999

$808,848



Status : Original


Original Current






WEST LIMITS WATERVILLE TO0.25 MILE EAST ON PAQUIN ST

Termini WEST LIMITS WATERVILLE TO0.25 MILE EAST ON PAQUIN ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 801370.7 / 60 * 25 *1.1

$91,824


0.25 * 2112 * 59.32 / 20 * 25 $39,151


0.25 * 36798.68 / 60 * 25 $3,833


$0 + $91,824 + $39,151 +$3,833

$134,808



Status : Original


Original Current






0.25 MI E OF W LIMITSWATERVILLE TO .09 MI WHERBERT ST

Termini 0.25 MI E OF W LIMITSWATERVILLE TO .09 MI WHERBERT ST










2013 SAP 040-614-009 PHASE 1RECONST

Comments 2013 SAP 040-614-009 PHASE 1RECONST


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.17 * 2823252.86 / 60 * 25* 1.15

$229,977


0.17 * 2904 * 59.32 / 15 * 25 $48,808


0.17 * 59776.02 / 60 * 25 $4,234


$0 + $229,977 + $48,808 +$4,234

$283,019



Status : Original


Original Current






450 FT W OF HERBERT ST TOHERBERT ST ON PAQUIN ST

Termini 450 FT W OF HERBERT ST TOHERBERT ST ON PAQUIN ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.09 * 2823252.86 / 60 * 25* 1.15

$121,753


0.09 * 2904 * 59.32 / 15 * 25 $25,840


0.09 * 59776.02 / 60 * 25 $2,242


$0 + $121,753 + $25,840 +$2,242

$149,835



Status : Original


Original Current






HERBERT ST TO BUCHANAN STON PAQUIN

Termini HERBERT ST TO BUCHANAN STON PAQUIN










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.18 * 2823252.86 / 60 * 25* 1.15

$243,506


0.18 * 2904 * 59.32 / 15 * 25 $51,680


0.18 * 59776.02 / 60 * 25 $4,483


$0 + $243,506 + $51,680 +$4,483

$299,669



Status : Original


Original Current






BUCHANAN ST TO REED ST(CSAH 3) ON PAQUIN ST

Termini BUCHANAN ST TO REED ST(CSAH 3) ON PAQUIN ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 801370.7 / 60 * 25 *1.1

$22,038


0.06 * 2112 * 59.32 / 20 * 25 $9,396


0.06 * 36798.68 / 60 * 25 $920


$0 + $22,038 + $9,396 +$920

$32,354



Status : Original


Original Current






PAQUIN ST (CSAH 3/53) TO MAINST ON REED ST

Termini PAQUIN ST (CSAH 3/53) TO MAINST ON REED ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 801370.7 / 60 * 25 *1.1

$22,038


0.06 * 2112 * 59.32 / 20 * 25 $9,396


0.06 * 36798.68 / 60 * 25 $920


$0 + $22,038 + $9,396 +$920

$32,354



Status : Original


Original Current






REED ST TO 1ST ST (CSAH 52) ONMAIN ST

Termini REED ST TO 1ST ST (CSAH 52) ONMAIN ST










RESURFACED WITH CITY OFWATERVILLE WATERMAINPROJECT IN 2005

Comments RESURFACED WITH CITY OFWATERVILLE WATERMAINPROJECT IN 2005


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 2823252.86 / 60 * 25* 1.15

$108,225


0.08 * 2904 * 59.32 / 15 * 25 $22,969


0.08 * 59776.02 / 60 * 25 $1,993


$0 + $108,225 + $22,969 +$1,993

$133,187



Status : Original


Original Current






1ST ST (CSAH 52) TO TH 13 ONMAIN ST

Termini 1ST ST (CSAH 52) TO TH 13 ONMAIN ST










RESURFACED WITH CITY OFWATERVILLE WATERMAINPROJECT IN 2005

Comments RESURFACED WITH CITY OFWATERVILLE WATERMAINPROJECT IN 2005


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.37 * 2823252.86 / 60 * 25* 1.15

$500,539


0.37 * 2904 * 59.32 / 15 * 25 $106,230


0.37 * 59776.02 / 60 * 25 $9,215


$0 + $500,539 + $106,230+ $9,215

$615,984



Status : Original


Original Current






CSAH 16 TO 0.3 MI SE OF NORTHJCT CSAH 18

Termini CSAH 16 TO 0.3 MI SE OF NORTHJCT CSAH 18










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.9 * 1589559.55 / 60 * 25 *1.1

$2,841,338


3.9 * 2376 * 59.32 / 20 * 25 $687,104


3.9 * 222272.59 / 60 * 25 $361,193


$0 + $2,841,338 + $687,104+ $361,193

$3,889,635



Status : Original


Original Current






0.3 MI SE OF NORTH JCT CSAH 18TO SOUTH LIMITS OF CLEVELAND

Termini 0.3 MI SE OF NORTH JCT CSAH 18TO SOUTH LIMITS OF CLEVELAND










Comments


Segment Override


Original Current




CHERRY CREEK Feature Crossed CHERRY CREEK



14 Culvert Width 14

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.4 * 1589559.55 / 60 * 25 *1.1

$1,748,516


2.4 * 2376 * 59.32 / 20 * 25 $422,833


2.4 * 222272.59 / 60 * 25 $222,273


142 * 98.99989386 * 15.47 /100 * 25 * 1.15

$62,525


$0 + $1,748,516 + $422,833+ $222,273 + $62,525

$2,456,147



Status : Original


Original Current






SOUTH LIMITS CLEVELAND TOCOLUMBIA ST (CSAH 47) ON 10THST

Termini SOUTH LIMITS CLEVELAND TOCOLUMBIA ST (CSAH 47) ON 10THST










RECONSTRUCTED UNDER SP 40-615-014

Comments RECONSTRUCTED UNDER SP 40-615-014


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 1589559.55 / 60 * 25* 1.1

$167,566


0.23 * 2376 * 59.32 / 20 * 25 $40,521


0.23 * 222272.59 / 60 * 25 $21,301


$0 + $167,566 + $40,521 +$21,301

$229,388



Status : Original


Original Current






COLUMBIA ST (CSAH 47) TO TH 99ON 10TH ST

Termini COLUMBIA ST (CSAH 47) TO TH 99ON 10TH ST










RECONSTRUCTED UNDER SP 40-615-015

Comments RECONSTRUCTED UNDER SP 40-615-015


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.27 * 2823252.86 / 60 * 25* 1.15

$365,258


0.27 * 2904 * 59.32 / 15 * 25 $77,519


0.27 * 59776.02 / 60 * 25 $6,725


$0 + $365,258 + $77,519 +$6,725

$449,502



Status : Original


Original Current






TH 99 TO NORTH LIM CLEVELAND Termini TH 99 TO NORTH LIM CLEVELAND










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.11 * 801370.7 / 60 * 25 *1.1

$40,402


0.11 * 2112 * 59.32 / 20 * 25 $17,227


0.11 * 36798.68 / 60 * 25 $1,687


$0 + $40,402 + $17,227 +$1,687

$59,316



Status : Original


Original Current






N LIM CLEVELAND TO 0.2 MI N OFTH 112

Termini N LIM CLEVELAND TO 0.2 MI N OFTH 112










Comments


Segment Override


Original Current


0.42 Milepoint 0.42





10 Culvert Width 10





Comments




Computation Result


0 * 56250 / 40 * 25 $0


4.1 * 801370.7 / 60 * 25 *1.1

$1,505,909


4.1 * 2112 * 59.32 / 20 * 25 $642,080


4.1 * 36798.68 / 60 * 25 $62,864


130 * 99.99986017 * 15.47 /100 * 25 * 1.15

$57,819


$0 + $1,505,909 + $642,080+ $62,864 + $57,819

$2,268,672



Status : Original


Original Current






0.2 MI NO OF TH 112 TO CSAH 26 Termini 0.2 MI NO OF TH 112 TO CSAH 26










Comments


Segment Override


Original Current






1 Number of Spans 1




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.8 * 801370.7 / 60 * 25 *1.1

$1,395,721


3.8 * 2112 * 59.32 / 20 * 25 $595,098


3.8 * 36798.68 / 60 * 25 $58,265


92.4 * 39.3 * 152 / 80 * 25 *1.15

$198,361


$0 + $1,395,721 + $595,098+ $58,265 + $198,361

$2,247,445



Status : Original


Original Current






ALONG SO CO LINE 2.7 MI W OFCSAH 15 TO 2.3 MI W OF CSAH 15

Termini ALONG SO CO LINE 2.7 MI W OFCSAH 15 TO 2.3 MI W OF CSAH 15










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 801370.7 / 60 * 25 *1.1

$146,918


0.4 * 2112 * 59.32 / 20 * 25 $62,642


0.4 * 36798.68 / 60 * 25 $6,133


$0 + $146,918 + $62,642 +$6,133

$215,693



Status : Original


Original Current






2.3 M. WEST OF CSAH 15 TO CSAH15

Termini 2.3 M. WEST OF CSAH 15 TO CSAH15










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.3 * 801370.7 / 60 * 25 *1.1

$844,778


2.3 * 2112 * 59.32 / 20 * 25 $360,191


2.3 * 36798.68 / 60 * 25 $35,265


$0 + $844,778 + $360,191+ $35,265

$1,240,234



Status : Original


Original Current


4 Segment Length 4














Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4 * 801370.7 / 60 * 25 * 1.1 $1,469,180


4 * 2112 * 59.32 / 20 * 25 $626,419


4 * 36798.68 / 60 * 25 $61,331


$0 + $1,469,180 + $626,419+ $61,331

$2,156,930



Status : Original


Original Current






CSAH 13 TO W. LIMITS ELYSIAN Termini CSAH 13 TO W. LIMITS ELYSIAN











C.O. #91176


C.O. #91176


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.2 * 801370.7 / 60 * 25 *1.1

$808,049


2.2 * 2112 * 59.32 / 20 * 25 $344,531


2.2 * 36798.68 / 60 * 25 $33,732


$0 + $808,049 + $344,531+ $33,732

$1,186,312



Status : Original


Original Current






WEST LIMITS OF ELYSIAN TOCSAH 11

Termini WEST LIMITS OF ELYSIAN TOCSAH 11











C.O. #91176

RENUMBERED FROM CSAH 13,2009


C.O. #91176

RENUMBERED FROM CSAH 13,2009


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 801370.7 / 60 * 25 *1.1

$146,918


0.4 * 2112 * 59.32 / 20 * 25 $62,642


0.4 * 36798.68 / 60 * 25 $6,133


$0 + $146,918 + $62,642 +$6,133

$215,693



Status : Original


Original Current
















COMBINED SEGMENTS 010 & 020USED HIGHER PRESENT TRAFFICTOOK WEIGHTED AVERAGE OFGRADING COSTS

Comments COMBINED SEGMENTS 010 & 020USED HIGHER PRESENT TRAFFICTOOK WEIGHTED AVERAGE OFGRADING COSTS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


6.3 * 801370.7 / 60 * 25 *1.1

$2,313,958


6.3 * 2112 * 59.32 / 20 * 25 $986,610


6.3 * 36798.68 / 60 * 25 $96,597


$0 + $2,313,958 + $986,610+ $96,597

$3,397,165



Status : Original


Original Current






SOUTH JCT CSAH 15 TO CSAH 13 Termini SOUTH JCT CSAH 15 TO CSAH 13










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.2 * 801370.7 / 60 * 25 *1.1

$1,175,344


3.2 * 2112 * 59.32 / 20 * 25 $501,135


3.2 * 36798.68 / 60 * 25 $49,065


$0 + $1,175,344 + $501,135+ $49,065

$1,725,544



Status : Original


Original Current






SOUTH COUNTY LINE TO CSAH18

Termini SOUTH COUNTY LINE TO CSAH18










Comments


Segment Override


Original Current


2.12 Milepoint 2.12


SHANASKA CREEK Feature Crossed SHANASKA CREEK



14 Culvert Width 14





Comments



Original Current


2.68 Milepoint 2.68





12.83 Culvert Width 12.83

5 Culvert Height 5




Comments



Original Current


3.04 Milepoint 3.04





0 Culvert Width 0

0 Culvert Height 0




Comments




Computation Result


0 * 56250 / 40 * 25 $0


3.6 * 801370.7 / 60 * 25 *1.1

$1,322,262


3.6 * 2112 * 59.32 / 20 * 25 $563,777


3.6 * 36798.68 / 60 * 25 $55,198


104 * 98.99989386 * 15.47 /100 * 25 * 1.15

$45,793


74 * 100.99982648 * 15.47 /100 * 25 * 1.15

$33,241


120 * 191.00002355 * 15.47/ 100 * 25 * 1.15

$101,940

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

$0 + $1,322,262 + $563,777+ $55,198 + $45,793 +$33,241 + $101,940

$2,122,211



Status : Original


Original Current
















Comments


Segment Override


Original Current


1.59 Milepoint 1.59





10 Culvert Width 10





Comments




Computation Result


4.7 * 400685.35 / 60 * 25 *1.1

$863,143


4.7 * 546 * 10.3 / 2 * 25 $330,398


4.7 * 0 / 60 * 25 $0


120 * 99.99986017 * 15.47 /100 * 25 * 1.15

$53,371

Total Segment Cost Construction +Preservation + ROW +Culvert

$863,143 + $330,398 + $0+ $53,371

$1,246,912



Status : Original


Original Current






SO CO LINE TO SOUTH LIMKASOTA (KENYON ST)

Termini SO CO LINE TO SOUTH LIMKASOTA (KENYON ST)












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.1 * 1589559.55 / 60 * 25 *1.1

$2,258,499


3.1 * 2376 * 59.32 / 20 * 25 $546,159


3.1 * 222272.59 / 60 * 25 $287,102


$0 + $2,258,499 + $546,159+ $287,102

$3,091,760



Status : Original


Original Current

KASOTA Municipality KASOTA





S LIMS KASOTA (KENYON ST) TOMAIN ST (CSAH 42) ON RIDGELYST

Termini S LIMS KASOTA (KENYON ST) TOMAIN ST (CSAH 42) ON RIDGELYST











OVERLAY 2010, SAP 40-611-036


OVERLAY 2010, SAP 40-611-036


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1589559.55 / 60 * 25 *1.1

$364,274


0.5 * 2376 * 59.32 / 20 * 25 $88,090


0.5 * 222272.59 / 60 * 25 $46,307


$0 + $364,274 + $88,090 +$46,307

$498,671



Status : Original


Original Current






MAIN ST (CSAH 42) TO HILL ST ONRIDGELY ST

Termini MAIN ST (CSAH 42) TO HILL ST ONRIDGELY ST











OVERLAY 2010, SAP 40-621-013


OVERLAY 2010, SAP 40-621-013


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.16 * 2823252.86 / 60 * 25* 1.15

$216,449


0.16 * 2904 * 59.32 / 15 * 25 $45,937


0.16 * 59776.02 / 60 * 25 $3,985


$0 + $216,449 + $45,937 +$3,985

$266,371



Status : Original


Original Current






RIDGELY ST TO MILL ST ON HILLST

Termini RIDGELY ST TO MILL ST ON HILLST










NEW BITUMINOUS SURFACE 2007SAP 40-621-12

Comments NEW BITUMINOUS SURFACE 2007SAP 40-621-12


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.18 * 2823252.86 / 60 * 25* 1.15

$243,506


0.18 * 2904 * 59.32 / 15 * 25 $51,680


0.18 * 59776.02 / 60 * 25 $4,483


$0 + $243,506 + $51,680 +$4,483

$299,669



Status : Original


Original Current






MILL ST TO E LIMS KASOTA Termini MILL ST TO E LIMS KASOTA













Segment Override


Original Current


3.97 Milepoint 3.97





10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.24 * 2823252.86 / 60 * 25* 1.15

$324,674


0.24 * 2904 * 59.32 / 15 * 25 $68,906


0.24 * 59776.02 / 60 * 25 $5,978


118 * 80.00053397 * 15.47 /100 * 25 * 1.15

$41,986


$0 + $324,674 + $68,906 +$5,978 + $41,986

$441,544



Status : Original


Original Current






E LIMS KASOTA TO TH 22 Termini E LIMS KASOTA TO TH 22













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 801370.7 / 60 * 25 *1.1

$73,459


0.2 * 2112 * 59.32 / 20 * 25 $31,321


0.2 * 36798.68 / 60 * 25 $3,067


$0 + $73,459 + $31,321 +$3,067

$107,847



Status : Original


Original Current


1 Segment Length 1




TH 22 TO CSAH 18 Termini TH 22 TO CSAH 18










CIR AND OVERLAY 2007SAP 40-621-11

Comments CIR AND OVERLAY 2007SAP 40-621-11


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1589559.55 / 60 * 25 *1.1

$728,548


1 * 2376 * 59.32 / 20 * 25 $176,180


1 * 222272.59 / 60 * 25 $92,614


$0 + $728,548 + $176,180+ $92,614

$997,342



Status : Original


Original Current


2 Segment Length 2




CSAH 18 TO TH 99 Termini CSAH 18 TO TH 99










CIR AND OVERALY 2007SAP 40-621-11

Comments CIR AND OVERALY 2007SAP 40-621-11


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 1589559.55 / 60 * 25 *1.1

$1,457,096


2 * 2376 * 59.32 / 20 * 25 $352,361


2 * 222272.59 / 60 * 25 $185,227


$0 + $1,457,096 + $352,361+ $185,227

$1,994,684



Status : Original


Original Current






TH 99 TO 1.09 MILES S OF 390THSTREET

Termini TH 99 TO 1.09 MILES S OF 390THSTREET










SURFACE CONSTRUCTED WITHLOCAL FUNDS IN 2006

Comments SURFACE CONSTRUCTED WITHLOCAL FUNDS IN 2006


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.73 * 801370.7 / 60 * 25 *1.1

$1,737,305


4.73 * 2112 * 59.32 / 20 * 25 $740,741


4.73 * 36798.68 / 60 * 25 $72,524


$0 + $1,737,305 + $740,741+ $72,524

$2,550,570



Status : Original


Original Current






1.09 MILES S OF 390TH ST TO390TH ST (EAST CSAH 23)

Termini 1.09 MILES S OF 390TH ST TO390TH ST (EAST CSAH 23)










2013 SAP 040623-013 ERRECONST 0.67M

2012 SAP 040-623-012RECONSTRUCTED IN 2012 WITHLOCAL FUNDS

Comments 2013 SAP 040623-013 ERRECONST 0.67M

2012 SAP 040-623-012RECONSTRUCTED IN 2012 WITHLOCAL FUNDS


Segment Override


Original Current


5.02 Milepoint 5.02


Cherry Creek Feature Crossed Cherry Creek



12 Culvert Width 12

9 Culvert Height 9


106 Area of Waterway Opening 106


2012 SAP 040-623-012 Comments 2012 SAP 040-623-012




Computation Result


0 * 56250 / 40 * 25 $0


1.09 * 801370.7 / 60 * 25 *1.1

$400,351


1.09 * 2112 * 59.32 / 20 * 25 $170,699


1.09 * 36798.68 / 60 * 25 $16,713


176 * 106 * 15.47 / 100 * 25* 1.15

$82,975


$0 + $400,351 + $170,699+ $16,713 + $82,975

$670,738



Status : Original


Original Current






SOUTH JCT CSAH 23 TO CSAH 36 Termini SOUTH JCT CSAH 23 TO CSAH 36










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 801370.7 / 60 * 25 *1.1

$36,729


0.1 * 2112 * 59.32 / 20 * 25 $15,660


0.1 * 36798.68 / 60 * 25 $1,533


$0 + $36,729 + $15,660 +$1,533

$53,922



Status : Original


Original Current



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



CSAH 36 TO EXISITINGPAVEMENT

Termini CSAH 36 TO EXISITINGPAVEMENT

0 Present AADT 0

0 Year of Count 0

1.3 Projection Factor 1.3







Comments


Segment Override



Computation Result

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

$0

Total Segment Cost Non-Existing Segment $0 $0



Status : Original


Original Current






EXISITING ROADWAY ON 390THTO TH 112

Termini EXISITING ROADWAY ON 390THTO TH 112










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.24 * 801370.7 / 60 * 25 *1.1

$455,446


1.24 * 2112 * 59.32 / 20 * 25 $194,190


1.24 * 36798.68 / 60 * 25 $19,013


$0 + $455,446 + $194,190+ $19,013

$668,649



Status : Original


Original Current


5 Segment Length 5














SAP 40-624-03, 2008 MILL &OVERLAY

Comments SAP 40-624-03, 2008 MILL &OVERLAY


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


5 * 801370.7 / 60 * 25 * 1.1 $1,836,475


5 * 2112 * 59.32 / 20 * 25 $783,024


5 * 36798.68 / 60 * 25 $76,664


$0 + $1,836,475 + $783,024+ $76,664

$2,696,163



Status : Original


Original Current

LE SUEUR Municipality LE SUEUR





TH 112 TO PARK LANE ON FERRYSTREET

Termini TH 112 TO PARK LANE ON FERRYSTREET










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 2823252.86 / 60 * 25 *1.15

$135,281


0.1 * 2904 * 59.32 / 15 * 25 $28,711


0.1 * 59776.02 / 60 * 25 $2,491


$0 + $135,281 + $28,711 +$2,491

$166,483



Status : Original


Original Current






PARK LANE TO KINGSWAY DRIVE(CSAH 35) ON FERRY STREET

Termini PARK LANE TO KINGSWAY DRIVE(CSAH 35) ON FERRY STREET










COMBINED SEGMENTS 020 & 030TOOK WEIGHTED AVERAGE OFGRADING COSTS

Comments COMBINED SEGMENTS 020 & 030TOOK WEIGHTED AVERAGE OFGRADING COSTS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 2823252.86 / 60 * 25 *1.15

$541,123


0.4 * 2904 * 59.32 / 15 * 25 $114,844


0.4 * 59776.02 / 60 * 25 $9,963


$0 + $541,123 + $114,844+ $9,963

$665,930



Status : Original


Original Current






KINGSWAY DR (CSAH 35) TO ELIMS LESUEUR ON FERRY ST

Termini KINGSWAY DR (CSAH 35) TO ELIMS LESUEUR ON FERRY ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 1589559.55 / 60 * 25 *1.1

$218,564


0.3 * 2376 * 59.32 / 20 * 25 $52,854


0.3 * 222272.59 / 60 * 25 $27,784


$0 + $218,564 + $52,854 +$27,784

$299,202



Status : Original


Original Current






EAST LIMT OF LESUER TO CO RD116

Termini EAST LIMT OF LESUER TO CO RD116










COMBINED SEGMENTS 032 & 040USED HIGHER PRESENT TRAFFIC

Comments COMBINED SEGMENTS 032 & 040USED HIGHER PRESENT TRAFFIC


Segment Override


Original Current


1.53 Milepoint 1.53





10 Culvert Width 10





Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.3 * 1589559.55 / 60 * 25 *1.1

$1,675,661


2.3 * 2376 * 59.32 / 20 * 25 $405,215


2.3 * 222272.59 / 60 * 25 $213,011


214 * 199.99972034 * 15.47/ 100 * 25 * 1.15

$190,358


$0 + $1,675,661 + $405,215+ $213,011 + $190,358

$2,484,245



Status : Original


Original Current






CO RD 116 TO 0.2 MI EAST OFCSAH 15

Termini CO RD 116 TO 0.2 MI EAST OFCSAH 15










COMBINED SEGMENTS 050 & 060USED HIGHER PRESENT TRAFFICTOOK WEIGHTED AVERAGE OFGRADING COSTS. 2008: CIR ANDOVERLAY LOCAL FUNDED.

SAP 40-626-42

Comments COMBINED SEGMENTS 050 & 060USED HIGHER PRESENT TRAFFICTOOK WEIGHTED AVERAGE OFGRADING COSTS. 2008: CIR ANDOVERLAY LOCAL FUNDED.

SAP 40-626-42


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.7 * 801370.7 / 60 * 25 *1.1

$624,401


1.7 * 2112 * 59.32 / 20 * 25 $266,228


1.7 * 36798.68 / 60 * 25 $26,066


$0 + $624,401 + $266,228+ $26,066

$916,695



Status : Original


Original Current






0.2 MI E OF CSAH 15 TO WEST JCTOF CSAH 11

Termini 0.2 MI E OF CSAH 15 TO WEST JCTOF CSAH 11










2015 SAP 040-626-044MICROSURFACING

Comments 2015 SAP 040-626-044MICROSURFACING


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.5 * 801370.7 / 60 * 25 *1.1

$1,285,532


3.5 * 2112 * 59.32 / 20 * 25 $548,117


3.5 * 36798.68 / 60 * 25 $53,665


$0 + $1,285,532 + $548,117+ $53,665

$1,887,314



Status : Original


Original Current






W JCT CSAH 11 TO E JCT CSAH 11 Termini W JCT CSAH 11 TO E JCT CSAH 11











SHLD WIDEN AND OL IN 2001


SHLD WIDEN AND OL IN 2001


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 801370.7 / 60 * 25 *1.1

$110,188


0.3 * 2112 * 59.32 / 20 * 25 $46,981


0.3 * 36798.68 / 60 * 25 $4,600


$0 + $110,188 + $46,981 +$4,600

$161,769



Status : Original


Original Current


2 Segment Length 2




EAST JCT CSAH 11 TO WEST JCTCSAH 32

Termini EAST JCT CSAH 11 TO WEST JCTCSAH 32













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 801370.7 / 60 * 25 * 1.1 $734,590


2 * 2112 * 59.32 / 20 * 25 $313,210


2 * 36798.68 / 60 * 25 $30,666


$0 + $734,590 + $313,210+ $30,666

$1,078,466



Status : Original


Original Current






WEST JCT CSAH 32 TO 0.05 MI WOF CR 121

Termini WEST JCT CSAH 32 TO 0.05 MI WOF CR 121










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 801370.7 / 60 * 25 *1.1

$73,459


0.2 * 2112 * 59.32 / 20 * 25 $31,321


0.2 * 36798.68 / 60 * 25 $3,067


$0 + $73,459 + $31,321 +$3,067

$107,847



Status : Original


Original Current






0.05 MI W TO 0.05 MI E OF CR 121IN LEXINGTON

Termini 0.05 MI W TO 0.05 MI E OF CR 121IN LEXINGTON










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 2823252.86 / 60 * 25 *1.15

$135,281


0.1 * 2904 * 59.32 / 15 * 25 $28,711


0.1 * 59776.02 / 60 * 25 $2,491


$0 + $135,281 + $28,711 +$2,491

$166,483



Status : Original


Original Current






0.05 MI E CR 121 TO 0.20 MI WCSAH 5

Termini 0.05 MI E CR 121 TO 0.20 MI WCSAH 5










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 801370.7 / 60 * 25 *1.1

$220,377


0.6 * 2112 * 59.32 / 20 * 25 $93,963


0.6 * 36798.68 / 60 * 25 $9,200


$0 + $220,377 + $93,963 +$9,200

$323,540



Status : Original


Original Current






0.2 MI W OF CSAH 5 TO CO RD 136 Termini 0.2 MI W OF CSAH 5 TO CO RD 136










Comments


Segment Override


Original Current







12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


2.9 * 801370.7 / 60 * 25 *1.1

$1,065,155


2.9 * 2112 * 59.32 / 20 * 25 $454,154


2.9 * 36798.68 / 60 * 25 $44,465


100 * 65.99992924 * 15.47 /100 * 25 * 1.15

$29,354


$0 + $1,065,155 + $454,154+ $44,465 + $29,354

$1,593,128



Status : Original


Original Current






CO ROAD 136 TO W LIMMONTGOMERY

Termini CO ROAD 136 TO W LIMMONTGOMERY










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2.8 * 1589559.55 / 60 * 25 *1.1

$2,039,935


2.8 * 2376 * 59.32 / 20 * 25 $493,305


2.8 * 222272.59 / 60 * 25 $259,318


$0 + $2,039,935 + $493,305+ $259,318

$2,792,558



Status : Original


Original Current






WEST LIMITS OF MONTGOMERYTO TH 13 ON LEXINGTON AVE

Termini WEST LIMITS OF MONTGOMERYTO TH 13 ON LEXINGTON AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.26 * 2823252.86 / 60 * 25* 1.15

$351,730


0.26 * 2904 * 59.32 / 15 * 25 $74,648


0.26 * 59776.02 / 60 * 25 $6,476


$0 + $351,730 + $74,648 +$6,476

$432,854



Status : Original


Original Current






TH 13 TO UP RR ON BOULVARDAVE

Termini TH 13 TO UP RR ON BOULVARDAVE










Comments


Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD

195769R USDOT Number 195769R

0.2 Located at Milepoint 0.2

1 Mainline Tracks 1

SIGNS ONLY Protection Type SIGNS ONLY

Last Year Protection Upgraded

48 Crossing Length 48

Last Year Surfaced

100% Percentage of Cost 100%

Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.21 * 2823252.86 / 60 * 25* 1.15

$284,090


0.21 * 2904 * 59.32 / 15 * 25 $60,293


0.21 * 59776.02 / 60 * 25 $5,230

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

1500 / 25 * 25 $1,500

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

48 * 1350 / 25 * 25 $64,800

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

$0 + $284,090 + $60,293 +$5,230 + $1,500 + $64,800

$415,913



Status : Original


Original Current






UP RR TO 5TH STREET (CSAH 3)ON BOULEVARD

Termini UP RR TO 5TH STREET (CSAH 3)ON BOULEVARD










COMPLETE RECONSTRUCTIONPAID FOR BY THE CITY OFMONTGOMERY

Comments COMPLETE RECONSTRUCTIONPAID FOR BY THE CITY OFMONTGOMERY


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 2823252.86 / 60 * 25 *1.15

$405,843


0.3 * 2904 * 59.32 / 15 * 25 $86,133


0.3 * 59776.02 / 60 * 25 $7,472


$0 + $405,843 + $86,133 +$7,472

$499,448



Status : Original


Original Current






BOULEVARD TO MILL ON 5THSTREET IN MONTGOMERY

Termini BOULEVARD TO MILL ON 5THSTREET IN MONTGOMERY










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.05 * 2823252.86 / 60 * 25* 1.15

$67,640


0.05 * 2904 * 59.32 / 15 * 25 $14,355


0.05 * 59776.02 / 60 * 25 $1,245


$0 + $67,640 + $14,355 +$1,245

$83,240



Status : Original


Original Current






5TH ST TO 0.3 MI E OF 5TH ST ONMILL AVE

Termini 5TH ST TO 0.3 MI E OF 5TH ST ONMILL AVE










ELGIBLE FOR 25 YEAR NEEDSREINSTATEMENT 2009.

Comments ELGIBLE FOR 25 YEAR NEEDSREINSTATEMENT 2009.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 2823252.86 / 60 * 25 *1.15

$405,843


0.3 * 2904 * 59.32 / 15 * 25 $86,133


0.3 * 59776.02 / 60 * 25 $7,472


$0 + $405,843 + $86,133 +$7,472

$499,448



Status : Original


Original Current






0.3 MI E OF 5TH ST TO E LIMMONTGOMERY (CSAH 3) ON MILLAVE

Termini 0.3 MI E OF 5TH ST TO E LIMMONTGOMERY (CSAH 3) ON MILLAVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.35 * 1589559.55 / 60 * 25* 1.1

$254,992


0.35 * 2376 * 59.32 / 20 * 25 $61,663


0.35 * 222272.59 / 60 * 25 $32,415


$0 + $254,992 + $61,663 +$32,415

$349,070



Status : Original


Original Current


2 Segment Length 2




E LIMS MONTGOMERY (CSAH 3)TO E CO LINE (CR 137)

Termini E LIMS MONTGOMERY (CSAH 3)TO E CO LINE (CR 137)










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


2 * 801370.7 / 60 * 25 * 1.1 $734,590


2 * 2112 * 59.32 / 20 * 25 $313,210


2 * 36798.68 / 60 * 25 $30,666


$0 + $734,590 + $313,210+ $30,666

$1,078,466



Status : Original


Original Current






TH 112 TO EAST LIMIT OF LESUEUR

Termini TH 112 TO EAST LIMIT OF LESUEUR










Comments


Segment Override


Original Current


0.31 Milepoint 0.31


FOREST PRAIRIE CREEK Feature Crossed FOREST PRAIRIE CREEK



0 Culvert Width 0

0 Culvert Height 0




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.73 * 801370.7 / 60 * 25 *1.1

$268,125


0.73 * 2112 * 59.32 / 20 * 25 $114,322


0.73 * 36798.68 / 60 * 25 $11,193


64 * 319.9999831 * 15.47 /100 * 25 * 1.15

$91,087


$0 + $268,125 + $114,322+ $11,193 + $91,087

$484,727



Status : Original


Original Current






E LIM OF LE SUEUR TO S LIM OFLE SUEUR (.19 MI S OF E 28)

Termini E LIM OF LE SUEUR TO S LIM OFLE SUEUR (.19 MI S OF E 28)










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 801370.7 / 60 * 25 *1.1

$330,565


0.9 * 2112 * 59.32 / 20 * 25 $140,944


0.9 * 36798.68 / 60 * 25 $13,800


$0 + $330,565 + $140,944+ $13,800

$485,309



Status : Original


Original Current






SOUTH LIMIT LE SUEUR (.19 MI SOF EAST CSAH 28) TO TH 169

Termini SOUTH LIMIT LE SUEUR (.19 MI SOF EAST CSAH 28) TO TH 169










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.98 * 801370.7 / 60 * 25 *1.1

$359,949


0.98 * 2112 * 59.32 / 20 * 25 $153,473


0.98 * 36798.68 / 60 * 25 $15,026


$0 + $359,949 + $153,473+ $15,026

$528,448



Status : Original


Original Current






NORTH / SOUTH JCT CSAH 28 TOEAST LIMIT OF LE SUEUR

Termini NORTH / SOUTH JCT CSAH 28 TOEAST LIMIT OF LE SUEUR










2015 SAP 040-628-023 CIR & OL

SURFACED IN 2002 BY MNDOTFOR DETOUR

Comments 2015 SAP 040-628-023 CIR & OL



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.11 * 801370.7 / 60 * 25 *1.1

$40,402


0.11 * 2112 * 59.32 / 20 * 25 $17,227


0.11 * 36798.68 / 60 * 25 $1,687


$0 + $40,402 + $17,227 +$1,687

$59,316



Status : Original


Original Current






EAST LIMITS LE SUEUR (.11 MIEAST OF N/S CSAH 28) TO CSAH11

Termini EAST LIMITS LE SUEUR (.11 MIEAST OF N/S CSAH 28) TO CSAH11










2015 SAP 040-628-023 CIR & OL


Comments 2015 SAP 040-628-023 CIR & OL



Segment Override


Original Current


6.45 Milepoint 6.45


FOREST PRAIRIE CREEK Feature Crossed FOREST PRAIRIE CREEK



10 Culvert Width 10





Comments




Computation Result


0 * 56250 / 40 * 25 $0


5.3 * 801370.7 / 60 * 25 *1.1

$1,946,663


5.3 * 2112 * 59.32 / 20 * 25 $830,005


5.3 * 36798.68 / 60 * 25 $81,264


70 * 199.99972034 * 15.47 /100 * 25 * 1.15

$62,267


$0 + $1,946,663 + $830,005+ $81,264 + $62,267

$2,920,199



Status : Original


Original Current






S JCT CSAH 11 TO 0.25 MI W OFCSAH 30 EAST LIMSHEIDELBURG

Termini S JCT CSAH 11 TO 0.25 MI W OFCSAH 30 EAST LIMSHEIDELBURG













Segment Override


Original Current







16 Culvert Width 16





Comments




Computation Result


0 * 56250 / 40 * 25 $0


6.4 * 801370.7 / 60 * 25 *1.1

$2,350,687


6.4 * 2112 * 59.32 / 20 * 25 $1,002,271


6.4 * 36798.68 / 60 * 25 $98,130


112 * 187.00015831 * 15.47/ 100 * 25 * 1.15

$93,151


$0 + $2,350,687 +$1,002,271 + $98,130 +$93,151

$3,544,239



Status : Original


Original Current

HEIDELBERG Municipality HEIDELBERG





WEST LIMITS OF HEIDLBERG TOCSAH 30

Termini WEST LIMITS OF HEIDLBERG TOCSAH 30













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 801370.7 / 60 * 25 *1.1

$73,459


0.2 * 2112 * 59.32 / 20 * 25 $31,321


0.2 * 36798.68 / 60 * 25 $3,067


$0 + $73,459 + $31,321 +$3,067

$107,847



Status : Original


Original Current






CSAH 30 TO EAST LIMITS OFHEIDELBERG

Termini CSAH 30 TO EAST LIMITS OFHEIDELBERG










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 801370.7 / 60 * 25 *1.1

$73,459


0.2 * 2112 * 59.32 / 20 * 25 $31,321


0.2 * 36798.68 / 60 * 25 $3,067


$0 + $73,459 + $31,321 +$3,067

$107,847



Status : Original


Original Current






0.3 MI E OF CSAH 30 TO TH 13 Termini 0.3 MI E OF CSAH 30 TO TH 13










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.7 * 801370.7 / 60 * 25 *1.1

$624,401


1.7 * 2112 * 59.32 / 20 * 25 $266,228


1.7 * 36798.68 / 60 * 25 $26,066


$0 + $624,401 + $266,228+ $26,066

$916,695



Status : Original


Original Current


3 Segment Length 3




TH 13 TO EAST COUNTY LINE Termini TH 13 TO EAST COUNTY LINE










Comments


Segment Override


Original Current


20.1 Milepoint 20.1


SAND CRK (CD # 54) Feature Crossed SAND CRK (CD # 54)



Culvert Width

Culvert Height




Comments



Status: Original

Original Current


195761L USDOT Number 195761L


1 Mainline Tracks 1




Last Year Surfaced


40' LONG PRECAST CONCRETECROSSING NEW IN 2003

Comments 40' LONG PRECAST CONCRETECROSSING NEW IN 2003



Computation Result


0 * 56250 / 40 * 25 $0


3 * 1589559.55 / 60 * 25 *1.1

$2,185,644


3 * 2376 * 59.32 / 20 * 25 $528,541


3 * 222272.59 / 60 * 25 $277,841


108 * 240.00052552 * 15.47/ 100 * 25 * 1.15

$115,283


1500 / 25 * 25 $1,500


40 * 1350 / 25 * 25 $54,000

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

$0 + $2,185,644 + $528,541+ $277,841 + $115,283 +$1,500 + $54,000

$3,162,809



Status : Original


Original Current






1.5 MI N OF CSAH 28 TO 3.0 MI NOF CSAH 28 ALONG COUNTY LINE

Termini 1.5 MI N OF CSAH 28 TO 3.0 MI NOF CSAH 28 ALONG COUNTY LINE










2012 SP 040-629-006 CIR Comments 2012 SP 040-629-006 CIR


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.5 * 801370.7 / 60 * 25 *1.1

$550,942


1.5 * 2112 * 59.32 / 20 * 25 $234,907


1.5 * 36798.68 / 60 * 25 $22,999


$0 + $550,942 + $234,907+ $22,999

$808,848



Status : Original


Original Current


1 Segment Length 1




E CO LINE TO EAST JCT CSAH 3 Termini E CO LINE TO EAST JCT CSAH 3












Segment Override


Original Current




SAND CREEK Feature Crossed SAND CREEK



Culvert Width

Culvert Height




Comments




Computation Result


0 * 56250 / 40 * 25 $0


1 * 1589559.55 / 60 * 25 *1.1

$728,548


1 * 2376 * 59.32 / 20 * 25 $176,180


1 * 222272.59 / 60 * 25 $92,614


130 * 77.99952496 * 15.47 /100 * 25 * 1.15

$45,099


$0 + $728,548 + $176,180+ $92,614 + $45,099

$1,042,441



Status : Original


Original Current






E JCT CSAH 3 TO EAST LIMITS OFNEW PRAGUE

Termini E JCT CSAH 3 TO EAST LIMITS OFNEW PRAGUE












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1589559.55 / 60 * 25 *1.1

$364,274


0.5 * 2376 * 59.32 / 20 * 25 $88,090


0.5 * 222272.59 / 60 * 25 $46,307


$0 + $364,274 + $88,090 +$46,307

$498,671



Status : Original


Original Current

NEW PRAGUE Municipality NEW PRAGUE





E LIM OF NEW PRAGUE TO W LIMNEW PRAGUE W JCT CSAH 3

Termini E LIM OF NEW PRAGUE TO W LIMNEW PRAGUE W JCT CSAH 3










2007 RECONSTRUCTION WITHRURAL ROAD SAFETY FUNDSAND SA BONDING.

Comments 2007 RECONSTRUCTION WITHRURAL ROAD SAFETY FUNDSAND SA BONDING.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2823252.86 / 60 * 25 *1.15

$676,404


0.5 * 2904 * 59.32 / 15 * 25 $143,554


0.5 * 59776.02 / 60 * 25 $12,453


$0 + $676,404 + $143,554+ $12,453

$832,411



Status : Original


Original Current






W JCT CSAH 3 TO CSAH 60 Termini W JCT CSAH 3 TO CSAH 60












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1589559.55 / 60 * 25 *1.1

$364,274


0.5 * 2376 * 59.32 / 20 * 25 $88,090


0.5 * 222272.59 / 60 * 25 $46,307


$0 + $364,274 + $88,090 +$46,307

$498,671



Status : Original


Original Current


















Segment Override


Status: Original

Original Current


195758D USDOT Number 195758D


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2823252.86 / 60 * 25 *1.15

$676,404


0.5 * 2904 * 59.32 / 15 * 25 $143,554


0.5 * 59776.02 / 60 * 25 $12,453


1500 / 25 * 25 $1,500


32 * 1350 / 25 * 25 $43,200


$0 + $676,404 + $143,554+ $12,453 + $1,500 +$43,200

$877,111



Status : Original


Original Current


3 Segment Length 3




CSAH 26 TO S LIM HEIDELBERG(CSAH 28)

Termini CSAH 26 TO S LIM HEIDELBERG(CSAH 28)










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 801370.7 / 60 * 25 * 1.1 $1,101,885


3 * 2112 * 59.32 / 20 * 25 $469,814


3 * 36798.68 / 60 * 25 $45,998


$0 + $1,101,885 + $469,814+ $45,998

$1,617,697



Status : Original


Original Current


1 Segment Length 1




SOUTH LIMIT (CSAH 28) TONORTH LIMIT OF HEIDELBERG

Termini SOUTH LIMIT (CSAH 28) TONORTH LIMIT OF HEIDELBERG










2012 SAP 040-630-009 CIR Comments 2012 SAP 040-630-009 CIR


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 801370.7 / 60 * 25 * 1.1 $367,295


1 * 2112 * 59.32 / 20 * 25 $156,605


1 * 36798.68 / 60 * 25 $15,333


$0 + $367,295 + $156,605+ $15,333

$539,233



Status : Original


Original Current






NO LIM HEIDELBERG TO TH 19 Termini NO LIM HEIDELBERG TO TH 19










2012 SAP 040-630-009 CIR Comments 2012 SAP 040-630-009 CIR


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3.1 * 801370.7 / 60 * 25 *1.1

$1,138,614


3.1 * 2112 * 59.32 / 20 * 25 $485,475


3.1 * 36798.68 / 60 * 25 $47,532


$0 + $1,138,614 + $485,475+ $47,532

$1,671,621



Status : Original


Original Current


4 Segment Length 4














2009: FDR & SURFACED, SAP 40-631-02

Comments 2009: FDR & SURFACED, SAP 40-631-02


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4 * 801370.7 / 60 * 25 * 1.1 $1,469,180


4 * 2112 * 59.32 / 20 * 25 $626,419


4 * 36798.68 / 60 * 25 $61,331


$0 + $1,469,180 + $626,419+ $61,331

$2,156,930



Status : Revised


Original Current
















2016 SAP 040-632-007 RC&OL Comments 2016 SAP 040-632-007 RC&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.9 * 801370.7 / 60 * 25 *1.1

$697,860


1.9 * 2112 * 59.32 / 20 * 25 $297,549


1.9 * 36798.68 / 60 * 25 $29,132


$0 + $697,860 + $297,549+ $29,132

$1,024,541



Status : Revised


Original Current


3 Segment Length 3














2016 SAP 040-632-007 RC&OL Comments 2016 SAP 040-632-007 RC&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


3 * 801370.7 / 60 * 25 * 1.1 $1,101,885


3 * 2112 * 59.32 / 20 * 25 $469,814


3 * 36798.68 / 60 * 25 $45,998


$0 + $1,101,885 + $469,814+ $45,998

$1,617,697



Status : Revised


Original Current
















2016 SAP 040-632-008 M&OL Comments 2016 SAP 040-632-008 M&OL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.2 * 801370.7 / 60 * 25 *1.1

$1,542,639


4.2 * 2112 * 59.32 / 20 * 25 $657,740


4.2 * 36798.68 / 60 * 25 $64,398


$0 + $1,542,639 + $657,740+ $64,398

$2,264,777



Status : Original


Original Current


4 Segment Length 4














Comments


Segment Override


Original Current


3.72 Milepoint 3.72


STREAM Feature Crossed STREAM



12 Culvert Width 12

7 Culvert Height 7




Comments




Computation Result


0 * 56250 / 40 * 25 $0


4 * 801370.7 / 60 * 25 * 1.1 $1,469,180


4 * 2112 * 59.32 / 20 * 25 $626,419


4 * 36798.68 / 60 * 25 $61,331


108 * 63.99999662 * 15.47 /100 * 25 * 1.15

$30,742


$0 + $1,469,180 + $626,419+ $61,331 + $30,742

$2,187,672



Status : Original


Original Current






TH 112 TO 4TH ST (CSAH 37) ONDAKOTA ST

Termini TH 112 TO 4TH ST (CSAH 37) ONDAKOTA ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 2823252.86 / 60 * 25* 1.15

$189,393


0.14 * 2904 * 59.32 / 15 * 25 $40,195


0.14 * 59776.02 / 60 * 25 $3,487


$0 + $189,393 + $40,195 +$3,487

$233,075



Status : Original


Original Current






4TH ST (CSAH 37) TO 0.1 MI S OFPECK ST ON DAKOTA ST

Termini 4TH ST (CSAH 37) TO 0.1 MI S OFPECK ST ON DAKOTA ST










2014 SAP 040-635-004 RC&OL, SMCULVERTS

Comments 2014 SAP 040-635-004 RC&OL, SMCULVERTS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.44 * 2823252.86 / 60 * 25* 1.15

$595,236


0.44 * 2904 * 59.32 / 15 * 25 $126,328


0.44 * 59776.02 / 60 * 25 $10,959


$0 + $595,236 + $126,328+ $10,959

$732,523



Status : Original


Original Current






0.1 MI S OF PECK ST TO BARONYROAD ON KINGSWAY DR

Termini 0.1 MI S OF PECK ST TO BARONYROAD ON KINGSWAY DR













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.66 * 801370.7 / 60 * 25 *1.1

$242,415


0.66 * 2112 * 59.32 / 20 * 25 $103,359


0.66 * 36798.68 / 60 * 25 $10,120


$0 + $242,415 + $103,359+ $10,120

$355,894



Status : Original


Original Current






BARONY ROAD TO CSAH 26 ONKINGSWAY DRIVE

Termini BARONY ROAD TO CSAH 26 ONKINGSWAY DRIVE













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 2823252.86 / 60 * 25* 1.15

$175,865


0.13 * 2904 * 59.32 / 15 * 25 $37,324


0.13 * 59776.02 / 60 * 25 $3,238


$0 + $175,865 + $37,324 +$3,238

$216,427



Status : Original


Original Current






CSAH 23 TO 0.5 MI NORTH OF CR115 (SOUTH LIMITS LE SUEUR)

Termini CSAH 23 TO 0.5 MI NORTH OF CR115 (SOUTH LIMITS LE SUEUR)










2014 SAP 040-636-010 CIR/OL 4MI Comments 2014 SAP 040-636-010 CIR/OL 4MI


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


4.9 * 801370.7 / 60 * 25 *1.1

$1,799,745


4.9 * 2112 * 59.32 / 20 * 25 $767,364


4.9 * 36798.68 / 60 * 25 $75,131


$0 + $1,799,745 + $767,364+ $75,131

$2,642,240



Status : Original


Original Current






SO LIM LESUEUR TO DAVIS ST ONMAIN ST

Termini SO LIM LESUEUR TO DAVIS ST ONMAIN ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 2823252.86 / 60 * 25 *1.15

$405,843


0.3 * 2904 * 59.32 / 15 * 25 $86,133


0.3 * 59776.02 / 60 * 25 $7,472


$0 + $405,843 + $86,133 +$7,472

$499,448



Status : Original


Original Current






DAVIS ST TO 0.05 MI SO OFFERRY ST ON MAIN STREET

Termini DAVIS ST TO 0.05 MI SO OFFERRY ST ON MAIN STREET










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 2823252.86 / 60 * 25 *1.15

$270,562


0.2 * 2904 * 59.32 / 15 * 25 $57,422


0.2 * 59776.02 / 60 * 25 $4,981


$0 + $270,562 + $57,422 +$4,981

$332,965



Status : Original


Original Current






0.05 MI SO OF FERRY ST TOFERRY ST ON MAIN ST

Termini 0.05 MI SO OF FERRY ST TOFERRY ST ON MAIN ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.05 * 2823252.86 / 60 * 25* 1.15

$67,640


0.05 * 2904 * 59.32 / 15 * 25 $14,355


0.05 * 59776.02 / 60 * 25 $1,245


$0 + $67,640 + $14,355 +$1,245

$83,240



Status : Original


Original Current






MAIN ST TO 2ND ST ON FERRYSTREET

Termini MAIN ST TO 2ND ST ON FERRYSTREET










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 2823252.86 / 60 * 25* 1.15

$94,697


0.07 * 2904 * 59.32 / 15 * 25 $20,098


0.07 * 59776.02 / 60 * 25 $1,743


$0 + $94,697 + $20,098 +$1,743

$116,538



Status : Original


Original Current






2ND ST TO TH 112 ON FERRYSTREET

Termini 2ND ST TO TH 112 ON FERRYSTREET










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 2823252.86 / 60 * 25* 1.15

$189,393


0.14 * 2904 * 59.32 / 15 * 25 $40,195


0.14 * 59776.02 / 60 * 25 $3,487


$0 + $189,393 + $40,195 +$3,487

$233,075



Status : Original


Original Current






FERRY ST TO BRIDGE ST (TH 112)ON SECOND STREET

Termini FERRY ST TO BRIDGE ST (TH 112)ON SECOND STREET










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 2823252.86 / 60 * 25* 1.15

$108,225


0.08 * 2904 * 59.32 / 15 * 25 $22,969


0.08 * 59776.02 / 60 * 25 $1,993


$0 + $108,225 + $22,969 +$1,993

$133,187



Status : Original


Original Current






TH 112 TO 5TH ST ON BRIDGE ST Termini TH 112 TO 5TH ST ON BRIDGE ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 2823252.86 / 60 * 25* 1.15

$94,697


0.07 * 2904 * 59.32 / 15 * 25 $20,098


0.07 * 59776.02 / 60 * 25 $1,743


$0 + $94,697 + $20,098 +$1,743

$116,538



Status : Original


Original Current






BRIDGE ST TO DEXTER ST ONFIFTH ST

Termini BRIDGE ST TO DEXTER ST ONFIFTH ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.12 * 2823252.86 / 60 * 25* 1.15

$162,337


0.12 * 2904 * 59.32 / 15 * 25 $34,453


0.12 * 59776.02 / 60 * 25 $2,989


$0 + $162,337 + $34,453 +$2,989

$199,779



Status : Original


Original Current






DEXTER ST TO PECK ST ONFIFTH AND FOURTH STREET

Termini DEXTER ST TO PECK ST ONFIFTH AND FOURTH STREET










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.77 * 2823252.86 / 60 * 25* 1.15

$1,041,663


0.77 * 2904 * 59.32 / 15 * 25 $221,074


0.77 * 59776.02 / 60 * 25 $19,178


$0 + $1,041,663 + $221,074+ $19,178

$1,281,915



Status : Original


Original Current






PECK ST TO DAKOTA ST(CSAH35) ON FOURTH ST

Termini PECK ST TO DAKOTA ST(CSAH35) ON FOURTH ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 2823252.86 / 60 * 25* 1.15

$108,225


0.08 * 2904 * 59.32 / 15 * 25 $22,969


0.08 * 59776.02 / 60 * 25 $1,993


$0 + $108,225 + $22,969 +$1,993

$133,187



Status : Original


Original Current






TH 99 TO MINNESOTA ST ONMAPLE AVE

Termini TH 99 TO MINNESOTA ST ONMAPLE AVE










2007 BITUMINOUS OVERLAYSAP 40-638-003

Comments 2007 BITUMINOUS OVERLAYSAP 40-638-003


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.35 * 2823252.86 / 60 * 25* 1.15

$473,483


0.35 * 2904 * 59.32 / 15 * 25 $100,488


0.35 * 59776.02 / 60 * 25 $8,717


$0 + $473,483 + $100,488+ $8,717

$582,688



Status : Original


Original Current



PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC



MAPLE AVE (CSAH 38) TOLEXINGTON AVE ON MINNESOTASTREET

Termini MAPLE AVE (CSAH 38) TOLEXINGTON AVE ON MINNESOTASTREET










2010 COMPLETE CONST., SAP 40-639-003

Comments 2010 COMPLETE CONST., SAP 40-639-003


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 2823252.86 / 60 * 25* 1.15

$338,202


0.25 * 2904 * 59.32 / 15 * 25 $71,777


0.25 * 59776.02 / 60 * 25 $6,227


$0 + $338,202 + $71,777 +$6,227

$416,206



Status : Original


Original Current






LEXINGTON AVE TOMONTGOMERY AVE ONMINNESOTA STREET

Termini LEXINGTON AVE TOMONTGOMERY AVE ONMINNESOTA STREET













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.19 * 2823252.86 / 60 * 25* 1.15

$257,034


0.19 * 2904 * 59.32 / 15 * 25 $54,551


0.19 * 59776.02 / 60 * 25 $4,732


$0 + $257,034 + $54,551 +$4,732

$316,317



Status : Original


Original Current






MONTGOMERY AVE TO CORDOVAAVE (CSAH 11) ON MINNESOTASTREET

Termini MONTGOMERY AVE TO CORDOVAAVE (CSAH 11) ON MINNESOTASTREET













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 2823252.86 / 60 * 25* 1.15

$81,169


0.06 * 2904 * 59.32 / 15 * 25 $17,227


0.06 * 59776.02 / 60 * 25 $1,494


$0 + $81,169 + $17,227 +$1,494

$99,890



Status : Original


Original Current






TH 99 TO SHARON ST ON PARKAVENUE

Termini TH 99 TO SHARON ST ON PARKAVENUE












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.26 * 2823252.86 / 60 * 25* 1.15

$351,730


0.26 * 2904 * 59.32 / 15 * 25 $74,648


0.26 * 59776.02 / 60 * 25 $6,476


$0 + $351,730 + $74,648 +$6,476

$432,854



Status : Original


Original Current






SHARON ST TO MINNESOTA STON PARK AVENUE

Termini SHARON ST TO MINNESOTA STON PARK AVENUE












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 2823252.86 / 60 * 25* 1.15

$108,225


0.08 * 2904 * 59.32 / 15 * 25 $22,969


0.08 * 59776.02 / 60 * 25 $1,993


$0 + $108,225 + $22,969 +$1,993

$133,187



Status : Original


Original Current






RIDGELY ST (CSAH 21) TO RICEST (CSAH 44) ON CHERRY ST

Termini RIDGELY ST (CSAH 21) TO RICEST (CSAH 44) ON CHERRY ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.16 * 2823252.86 / 60 * 25* 1.15

$216,449


0.16 * 2904 * 59.32 / 15 * 25 $45,937


0.16 * 59776.02 / 60 * 25 $3,985


$0 + $216,449 + $45,937 +$3,985

$266,371



Status : Original


Original Current






RICE TO MILL ON CHERRY ANDCHERRY TO PEARL ON MILL

Termini RICE TO MILL ON CHERRY ANDCHERRY TO PEARL ON MILL










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.21 * 2823252.86 / 60 * 25* 1.15

$284,090


0.21 * 2904 * 59.32 / 15 * 25 $60,293


0.21 * 59776.02 / 60 * 25 $5,230


$0 + $284,090 + $60,293 +$5,230

$349,613



Status : Original


Original Current






MILL ST TO 0.03 MI E ON PEARLST

Termini MILL ST TO 0.03 MI E ON PEARLST










Comments


Segment Override


Original Current


0.38 Milepoint 0.38




1 Number of Spans 1


40 Bridge Width 40


Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.03 * 2823252.86 / 60 * 25* 1.15

$40,584


0.03 * 2904 * 59.32 / 15 * 25 $8,613


0.03 * 59776.02 / 60 * 25 $747


62.6 * 40 * 152 / 80 * 25 *1.15

$136,781


$0 + $40,584 + $8,613 +$747 + $136,781

$186,725



Status : Original


Original Current






0.03 MI E OF MILL ST TO TH 22 INKASOTA ON PEARL STREET

Termini 0.03 MI E OF MILL ST TO TH 22 INKASOTA ON PEARL STREET










EXTENDED CASH 41 TO TH 22 Comments EXTENDED CASH 41 TO TH 22


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.43 * 2823252.86 / 60 * 25* 1.15

$581,708


0.43 * 2904 * 59.32 / 15 * 25 $123,457


0.43 * 59776.02 / 60 * 25 $10,710


$0 + $581,708 + $123,457+ $10,710

$715,875



Status : Original


Original Current






CHERRY ST(CSAH 41) TO HILL ST(CSAH 21) ON WEBSTER ST

Termini CHERRY ST(CSAH 41) TO HILL ST(CSAH 21) ON WEBSTER ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 2823252.86 / 60 * 25* 1.15

$94,697


0.07 * 2904 * 59.32 / 15 * 25 $20,098


0.07 * 59776.02 / 60 * 25 $1,743


$0 + $94,697 + $20,098 +$1,743

$116,538



Status : Original


Original Current






CHERRY ST(CSAH 41) TO HILL ST(CSAH 21) ON RICE ST

Termini CHERRY ST(CSAH 41) TO HILL ST(CSAH 21) ON RICE ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 2823252.86 / 60 * 25* 1.15

$94,697


0.07 * 2904 * 59.32 / 15 * 25 $20,098


0.07 * 59776.02 / 60 * 25 $1,743


$0 + $94,697 + $20,098 +$1,743

$116,538



Status : Original


Original Current






HILL ST (CSAH 21) TO NORTHLIMITS KASOTA ON RABBIT RD

Termini HILL ST (CSAH 21) TO NORTHLIMITS KASOTA ON RABBIT RD










BITUMINOUS SURFACECONSTRUCTED IN 2006 WITHLOCAL FUNDS

Comments BITUMINOUS SURFACECONSTRUCTED IN 2006 WITHLOCAL FUNDS


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.35 * 1589559.55 / 60 * 25* 1.1

$254,992


0.35 * 2376 * 59.32 / 20 * 25 $61,663


0.35 * 222272.59 / 60 * 25 $32,415


$0 + $254,992 + $61,663 +$32,415

$349,070



Status : Original


Original Current






NORTH CITY LIMITS OF KASOTATO T.H. 99

Termini NORTH CITY LIMITS OF KASOTATO T.H. 99










2009 ADDED TO CSAH SYSTEM.CURRENTLY RURAL EXISTING,PROPOSED URBAN DESIGN.

C.O. 91176

Comments 2009 ADDED TO CSAH SYSTEM.CURRENTLY RURAL EXISTING,PROPOSED URBAN DESIGN.

C.O. 91176


Segment Override


Status: Original

Original Current


185389G USDOT Number 185389G


1 Mainline Tracks 1

SIGNALS & GATES Protection Type SIGNALS & GATES

2000 Last Year Protection Upgraded 2000


Last Year Surfaced


Comments


Status: Original

Original Current


185391H USDOT Number 185391H


1 Mainline Tracks 1

SIGNALS & GATES Protection Type SIGNALS & GATES



0 Last Year Surfaced 0


SIGNAL, GATES AND CROSSINGREPLACED IN 2010, FLOODDAMAGE

Comments SIGNAL, GATES AND CROSSINGREPLACED IN 2010, FLOODDAMAGE



Computation Result


0 * 56250 / 40 * 25 $0


1.8 * 1589559.55 / 60 * 25 *1.1

$1,311,387


1.8 * 2376 * 59.32 / 20 * 25 $317,125


1.8 * 222272.59 / 60 * 25 $166,704


325000 / 25 * 25 $325,000


32 * 1350 / 25 * 25 $43,200


325000 / 25 * 25 $325,000


58 * 1350 / 25 * 25 $78,300

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

$0 + $1,311,387 + $317,125+ $166,704 + $325,000 +$43,200 + $325,000 +$78,300

$2,566,716



Status : Original


Original Current






CSAH 45 TO T.H. 22 ON 446THSTREET

Termini CSAH 45 TO T.H. 22 ON 446THSTREET










FORMERLY PART OF CR 102(446TH ST.)

CO. 91176

Comments FORMERLY PART OF CR 102(446TH ST.)

CO. 91176


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 801370.7 / 60 * 25 *1.1

$36,729


0.1 * 2112 * 59.32 / 20 * 25 $15,660


0.1 * 36798.68 / 60 * 25 $1,533


$0 + $36,729 + $15,660 +$1,533

$53,922



Status : Original


Original Current






TH 99 TO 6TH ST (CSAH 47) ONBROADWAY ST

Termini TH 99 TO 6TH ST (CSAH 47) ONBROADWAY ST










Comments


Segment Override


Original Current


0.1 Milepoint 0.1



Type of Service


10 Culvert Width 10





Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.37 * 2823252.86 / 60 * 25* 1.15

$500,539


0.37 * 2904 * 59.32 / 15 * 25 $106,230


0.37 * 59776.02 / 60 * 25 $9,215


62 * 99.99986017 * 15.47 /100 * 25 * 1.15

$27,575


$0 + $500,539 + $106,230+ $9,215 + $27,575

$643,559



Status : Original


Original Current






6TH ST (CSAH 47) TO 10TH ST(CSAH 15) ON BROADWAY AVE

Termini 6TH ST (CSAH 47) TO 10TH ST(CSAH 15) ON BROADWAY AVE










RECONSTRUCTED UNDER SAP40-646-003, BIT WEAR 2007SAP 40-646-004,2007

Comments RECONSTRUCTED UNDER SAP40-646-003, BIT WEAR 2007SAP 40-646-004,2007


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.28 * 2823252.86 / 60 * 25* 1.15

$378,786


0.28 * 2904 * 59.32 / 15 * 25 $80,390


0.28 * 59776.02 / 60 * 25 $6,974


$0 + $378,786 + $80,390 +$6,974

$466,150



Status : Original


Original Current






BROADWAY ST (CSAH 46) TOCOLUMBIA ST ON 6TH ST

Termini BROADWAY ST (CSAH 46) TOCOLUMBIA ST ON 6TH ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 2823252.86 / 60 * 25 *1.15

$270,562


0.2 * 2904 * 59.32 / 15 * 25 $57,422


0.2 * 59776.02 / 60 * 25 $4,981


$0 + $270,562 + $57,422 +$4,981

$332,965



Status : Original


Original Current






6TH ST TO 7TH ST ON COLUMBIAST

Termini 6TH ST TO 7TH ST ON COLUMBIAST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 2823252.86 / 60 * 25* 1.15

$94,697


0.07 * 2904 * 59.32 / 15 * 25 $20,098


0.07 * 59776.02 / 60 * 25 $1,743


$0 + $94,697 + $20,098 +$1,743

$116,538



Status : Original


Original Current






7TH ST TO 10TH ST (CSAH 15) ONCOLUMBIA ST

Termini 7TH ST TO 10TH ST (CSAH 15) ONCOLUMBIA ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 2823252.86 / 60 * 25 *1.15

$270,562


0.2 * 2904 * 59.32 / 15 * 25 $57,422


0.2 * 59776.02 / 60 * 25 $4,981


$0 + $270,562 + $57,422 +$4,981

$332,965



Status : Original


Original Current






SOUTH LIMITS CLEVELAND TOMAIN STREET ON 2ND STREET

Termini SOUTH LIMITS CLEVELAND TOMAIN STREET ON 2ND STREET










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 2823252.86 / 60 * 25 *1.15

$405,843


0.3 * 2904 * 59.32 / 15 * 25 $86,133


0.3 * 59776.02 / 60 * 25 $7,472


$0 + $405,843 + $86,133 +$7,472

$499,448



Status : Original


Original Current






MAIN ST TO BROADWAY ST(CSAH 46) ON 2ND ST

Termini MAIN ST TO BROADWAY ST(CSAH 46) ON 2ND ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 2823252.86 / 60 * 25* 1.15

$189,393


0.14 * 2904 * 59.32 / 15 * 25 $40,195


0.14 * 59776.02 / 60 * 25 $3,487


$0 + $189,393 + $40,195 +$3,487

$233,075



Status : Original


Original Current






TH 60 TO TH 60 Termini TH 60 TO TH 60










COMBINED SEGMENTS 010, 020 &030USED HIGHER PRESENT TRAFFIC

Comments COMBINED SEGMENTS 010, 020 &030USED HIGHER PRESENT TRAFFIC


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.67 * 2823252.86 / 60 * 25* 1.15

$906,382


0.67 * 2904 * 59.32 / 15 * 25 $192,363


0.67 * 59776.02 / 60 * 25 $16,687


$0 + $906,382 + $192,363+ $16,687

$1,115,432



Status : Original


Original Current






MAIN ST (CSAH 14) TO PAQUIN ST(CSAH 53) ON 1ST ST

Termini MAIN ST (CSAH 14) TO PAQUIN ST(CSAH 53) ON 1ST ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 2823252.86 / 60 * 25* 1.15

$81,169


0.06 * 2904 * 59.32 / 15 * 25 $17,227


0.06 * 59776.02 / 60 * 25 $1,494


$0 + $81,169 + $17,227 +$1,494

$99,890



Status : Original


Original Current






PAQUIN TO HOOSAC ON 1ST AND1ST TO 3RD ON HOOSAC

Termini PAQUIN TO HOOSAC ON 1ST AND1ST TO 3RD ON HOOSAC










Comments


Segment Override


Original Current


0.28 Milepoint 0.28





10 Culvert Width 10

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 2823252.86 / 60 * 25* 1.15

$338,202


0.25 * 2904 * 59.32 / 15 * 25 $71,777


0.25 * 59776.02 / 60 * 25 $6,227


50 * 159.99999155 * 15.47 /100 * 25 * 1.15

$35,581


$0 + $338,202 + $71,777 +$6,227 + $35,581

$451,787



Status : Original


Original Current






HOOSAC ST TO PACQUIN ST(CSAH 53) ON 3RD ST

Termini HOOSAC ST TO PACQUIN ST(CSAH 53) ON 3RD ST










Comments


Segment Override


Original Current

L8751 Structure Number L8751

0.32 Milepoint 0.32




1 Number of Spans 1




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.09 * 2823252.86 / 60 * 25* 1.15

$121,753


0.09 * 2904 * 59.32 / 15 * 25 $25,840


0.09 * 59776.02 / 60 * 25 $2,242


50.1 * 67.7 * 152 / 80 * 25 *1.15

$185,275


$0 + $121,753 + $25,840 +$2,242 + $185,275

$335,110



Status : Original


Original Current






PAQUIN ST (CSAH 53) TO MAIN ST(CSAH 14) ON 3RD ST

Termini PAQUIN ST (CSAH 53) TO MAIN ST(CSAH 14) ON 3RD ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 2823252.86 / 60 * 25* 1.15

$81,169


0.06 * 2904 * 59.32 / 15 * 25 $17,227


0.06 * 59776.02 / 60 * 25 $1,494


$0 + $81,169 + $17,227 +$1,494

$99,890



Status : Original


Original Current






REED ST TO 1ST STREET (CSAH52) ON PAQUIN ST

Termini REED ST TO 1ST STREET (CSAH52) ON PAQUIN ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.09 * 801370.7 / 60 * 25 *1.1

$33,057


0.09 * 2112 * 59.32 / 20 * 25 $14,094


0.09 * 36798.68 / 60 * 25 $1,380


$0 + $33,057 + $14,094 +$1,380

$48,531



Status : Deleted


Original Current






1ST STREET (CSAH 52) TO 2NDSTREET ON PAQUIN STREET

Termini 1ST STREET (CSAH 52) TO 2NDSTREET ON PAQUIN STREET










Comments


Segment Override



Computation Result

Deleted Segment If status is Deleted, resultis zero

$0

Total Segment Cost Deleted Segment $0 $0



Status : Deleted


Original Current






2ND ST TO 3RD ST (CSAH 52) ONPAQUIN STREET

Termini 2ND ST TO 3RD ST (CSAH 52) ONPAQUIN STREET










Comments


Segment Override



Computation Result

Deleted Segment If status is Deleted, resultis zero

$0

Total Segment Cost Deleted Segment $0 $0



Status : Original


Original Current






3RD ST TO 5TH ST ON PAQUIN ST Termini 3RD ST TO 5TH ST ON PAQUIN ST










Comments


Segment Override


Original Current







0 Culvert Width 0

0 Culvert Height 0




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 2823252.86 / 60 * 25* 1.15

$175,865


0.13 * 2904 * 59.32 / 15 * 25 $37,324


0.13 * 59776.02 / 60 * 25 $3,238


82 * 134.99975741 * 15.47 /100 * 25 * 1.15

$49,235


$0 + $175,865 + $37,324 +$3,238 + $49,235

$265,662



Status : Original


Original Current






5TH ST TO TH 13 ON PAQUINSTREET

Termini 5TH ST TO TH 13 ON PAQUINSTREET













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.12 * 2823252.86 / 60 * 25* 1.15

$162,337


0.12 * 2904 * 59.32 / 15 * 25 $34,453


0.12 * 59776.02 / 60 * 25 $2,989


$0 + $162,337 + $34,453 +$2,989

$199,779



Status : Original


Original Current






ON MAPLE ST, LAUREL AVE, ANDASH ST

Termini ON MAPLE ST, LAUREL AVE, ANDASH ST



1.5 Projection Factor 1.5







Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.38 * 2823252.86 / 60 * 25* 1.15

$514,067


0.38 * 2904 * 59.32 / 15 * 25 $109,101


0.38 * 59776.02 / 60 * 25 $9,465


$0 + $514,067 + $109,101+ $9,465

$632,633



Status : Original


Original Current






TH 13 TO 5TH ST (CSAH 3) ONOAK ST

Termini TH 13 TO 5TH ST (CSAH 3) ONOAK ST










Comments


Segment Override


Status: Original

Original Current


195772Y USDOT Number 195772Y


1 Mainline Tracks 1

SIGNALS ONLY Protection Type SIGNALS ONLY



Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2823252.86 / 60 * 25 *1.15

$676,404


0.5 * 2904 * 59.32 / 15 * 25 $143,554


0.5 * 59776.02 / 60 * 25 $12,453


275000 / 25 * 25 $275,000


56 * 1350 / 25 * 25 $75,600


$0 + $676,404 + $143,554+ $12,453 + $275,000 +$75,600

$1,183,011



Status : Original


Original Current






OAK ST (CSAH 56) TOBOULEVARD ST (CSAH 26) ON1ST ST

Termini OAK ST (CSAH 56) TOBOULEVARD ST (CSAH 26) ON1ST ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.42 * 2823252.86 / 60 * 25* 1.15

$568,180


0.42 * 2904 * 59.32 / 15 * 25 $120,586


0.42 * 59776.02 / 60 * 25 $10,461


$0 + $568,180 + $120,586+ $10,461

$699,227



Status : Original


Original Current






TH 19 TO 1ST STREET SE ON 1STAVE SE

Termini TH 19 TO 1ST STREET SE ON 1STAVE SE










SIGNAL REPLACED IN 2006 BYMNDOT

Comments SIGNAL REPLACED IN 2006 BYMNDOT


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.07 * 2823252.86 / 60 * 25* 1.15

$94,697


0.07 * 2904 * 59.32 / 15 * 25 $20,098


0.07 * 59776.02 / 60 * 25 $1,743


$35,156 + $94,697 +$20,098 + $1,743

$151,694



Status : Original


Original Current






1ST STREET SE TO 0.11 MI SOUTHOF 5TH STREET ON 1ST AVE SE

Termini 1ST STREET SE TO 0.11 MI SOUTHOF 5TH STREET ON 1ST AVE SE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.39 * 2823252.86 / 60 * 25* 1.15

$527,595


0.39 * 2904 * 59.32 / 15 * 25 $111,972


0.39 * 59776.02 / 60 * 25 $9,714


$0 + $527,595 + $111,972+ $9,714

$649,281



Status : Original


Original Current






0.11 MI S 5TH ST TO SO LIMITS OFNEW PRAGUE ON 1ST AVE

Termini 0.11 MI S 5TH ST TO SO LIMITS OFNEW PRAGUE ON 1ST AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.33 * 2823252.86 / 60 * 25* 1.15

$446,427


0.33 * 2904 * 59.32 / 15 * 25 $94,746


0.33 * 59776.02 / 60 * 25 $8,219


$0 + $446,427 + $94,746 +$8,219

$549,392



Status : Original


Original Current






SO LIM NEW PRAGUE TO CSAH 29 Termini SO LIM NEW PRAGUE TO CSAH 29










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 2823252.86 / 60 * 25 *1.15

$270,562


0.2 * 2904 * 59.32 / 15 * 25 $57,422


0.2 * 59776.02 / 60 * 25 $4,981


$0 + $270,562 + $57,422 +$4,981

$332,965



Status : Original


Original Current






SO CO LINE TO TH 60 Termini SO CO LINE TO TH 60










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 801370.7 / 60 * 25 *1.1

$146,918


0.4 * 2112 * 59.32 / 20 * 25 $62,642


0.4 * 36798.68 / 60 * 25 $6,133


$0 + $146,918 + $62,642 +$6,133

$215,693



Status : Original


Original Current






S CO LINE TO TH 60 Termini S CO LINE TO TH 60










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1589559.55 / 60 * 25 *1.1

$72,855


0.1 * 2376 * 59.32 / 20 * 25 $17,618


0.1 * 222272.59 / 60 * 25 $9,261


$0 + $72,855 + $17,618 +$9,261

$99,734



Status : Original


Original Current






REED ST (CSAH 3) TO 1ST ST(CSAH 52) ON HOOSAC ST

Termini REED ST (CSAH 3) TO 1ST ST(CSAH 52) ON HOOSAC ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 801370.7 / 60 * 25 *1.1

$29,384


0.08 * 2112 * 59.32 / 20 * 25 $12,528


0.08 * 36798.68 / 60 * 25 $1,227


$0 + $29,384 + $12,528 +$1,227

$43,139

Documents

SANEEDS - CSAH - Segment Report Roadway Segment … · SAP 40-602-18 Comments 2008: FDR AND BIT SURFACED WITH LOCAL FUNDS SAP 40-602-18 Interchange Override Segment Override Segment