saneeds - csah - segment report roadway segment status ... · s jct everton tp 19th st termini s...

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SANEEDS - CSAH - Segment Report Roadway Segment Information Status : Original County Name : WASHINGTON Segment Nbr : 082-602-004 Original Current FOREST LAKE Municipality FOREST LAKE 0.37 Segment Length 0.37 MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS 2 Existing Surface Lanes 2 NOT DIVIDED Existing Lane Description NOT DIVIDED W CO LINE TO 0.24 MI N OF N JCT EVERTON Termini W CO LINE TO 0.24 MI N OF N JCT EVERTON 7600 Present AADT 7600 2013 Year of Count 2017 1.3 Projection Factor 1.3 9880 Projected Traffic 9880 RURAL Design Type RURAL 4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 ) 1965 Latest Year SA funds 1965 0 Number of Signal Legs 0 No Special Message Special Message Code No Special Message 2008 SURFACING FUNDED WITH COUNTY LEVY AND WHEELAGE TAX FUNDS. MPK 4/27/09 Comments 2008 SURFACING FUNDED WITH COUNTY LEVY AND WHEELAGE TAX FUNDS. MPK 4/27/09 Interchange Override Segment Override Segment Cost Information Computation Factor Computation Formula Values Used For Calculation Computation Result Signal Leg TrafficSignalLegs * UnitCost / SignalLifeCycle * StatutoryNeedsYear 0 * 56250 / 40 * 25 $0 Construction Length * UnitCost / ConstrLifeCycle * StatutoryNeedsYear * DevelopmentCost 0.37 * 2158029 / 60 * 25 * 1.1 $365,966 Preservation Length * Quantity * UnitCost / PreservationLifeCycle * StatutoryNeedsYear 0.37 * 3564 * 58.68 / 20 * 25 $96,725 ROW Length * UnitCost / ROWLifeCycle * StatutoryNeedsYear 0.37 * 128139.18 / 60 * 25 $19,755 Total Segment Cost Signal Leg + Construction + Preservation + ROW $0 + $365,966 + $96,725 + $19,755 $482,446

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Page 1: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · S JCT EVERTON TP 19TH ST Termini S JCT EVERTON TP 19TH ST 20100 Present AADT 17600 2013 Year of Count 2017 1.3 Projection

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-602-004

Original Current

FOREST LAKE Municipality FOREST LAKE

0.37 Segment Length 0.37

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W CO LINE TO 0.24 MI N OF N JCTEVERTON

Termini W CO LINE TO 0.24 MI N OF N JCTEVERTON

7600 Present AADT 7600

2013 Year of Count 2017

1.3 Projection Factor 1.3

9880 Projected Traffic 9880

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1965 Latest Year SA funds 1965

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

Comments 2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

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

0.37 * 2158029 / 60 * 25 *1.1

$365,966

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.37 * 3564 * 58.68 / 20 * 25 $96,725

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.37 * 128139.18 / 60 * 25 $19,755

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $365,966 + $96,725 +$19,755

$482,446

Page 2: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · S JCT EVERTON TP 19TH ST Termini S JCT EVERTON TP 19TH ST 20100 Present AADT 17600 2013 Year of Count 2017 1.3 Projection

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-602-006

Original Current

FOREST LAKE Municipality FOREST LAKE

0.2 Segment Length 0.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

0.24 MI TO 0.04 MI N OF N JCTEVERTON

Termini 0.24 MI TO 0.04 MI N OF N JCTEVERTON

7600 Present AADT 7600

2013 Year of Count 2017

1.3 Projection Factor 1.3

9880 Projected Traffic 9880

URBAN Design Type URBAN

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

1998 Latest Year SA funds 1998

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

0.2 * 2601112.92 / 60 * 25 *1.15

$249,273

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 2904 * 58.68 / 15 * 25 $56,802

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 435721.45 / 60 * 25 $36,310

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $249,273 + $56,802 +$36,310

$342,385

Page 3: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · S JCT EVERTON TP 19TH ST Termini S JCT EVERTON TP 19TH ST 20100 Present AADT 17600 2013 Year of Count 2017 1.3 Projection

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-602-008

Original Current

FOREST LAKE Municipality FOREST LAKE

0.04 Segment Length 0.04

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

0.04 MI N TO N JCT EVERTON Termini 0.04 MI N TO N JCT EVERTON

7600 Present AADT 7600

2013 Year of Count 2017

1.3 Projection Factor 1.3

9880 Projected Traffic 9880

URBAN Design Type URBAN

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

1998 Latest Year SA funds 1998

1 Number of Signal Legs 1

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

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.04 * 2601112.92 / 60 * 25* 1.15

$49,855

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.04 * 2904 * 58.68 / 15 * 25 $11,360

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.04 * 435721.45 / 60 * 25 $7,262

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $49,855 +$11,360 + $7,262

$103,633

Page 4: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · S JCT EVERTON TP 19TH ST Termini S JCT EVERTON TP 19TH ST 20100 Present AADT 17600 2013 Year of Count 2017 1.3 Projection

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-602-010

Original Current

FOREST LAKE Municipality FOREST LAKE

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

N JCT TO S JCT EVERTON Termini N JCT TO S JCT EVERTON

20100 Present AADT 17600

2013 Year of Count 2017

1.3 Projection Factor 1.3

26130 Projected Traffic 22880

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

1998 Latest Year SA funds 1998

2 Number of Signal Legs 2

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

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.1 * 4636497.97 / 60 * 25 *1.15

$222,166

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 4488 * 58.68 / 15 * 25 $43,893

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 785245.45 / 60 * 25 $32,719

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $222,166 +$43,893 + $32,719

$369,091

Page 5: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · S JCT EVERTON TP 19TH ST Termini S JCT EVERTON TP 19TH ST 20100 Present AADT 17600 2013 Year of Count 2017 1.3 Projection

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-602-011

Original Current

FOREST LAKE Municipality FOREST LAKE

0.11 Segment Length 0.11

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

S JCT EVERTON TP 19TH ST Termini S JCT EVERTON TP 19TH ST

20100 Present AADT 17600

2013 Year of Count 2017

1.3 Projection Factor 1.3

26130 Projected Traffic 22880

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

1998 Latest Year SA funds 1998

2 Number of Signal Legs 2

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

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.11 * 4636497.97 / 60 * 25* 1.15

$244,382

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.11 * 4488 * 58.68 / 15 * 25 $48,282

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.11 * 785245.45 / 60 * 25 $35,990

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $244,382 +$48,282 + $35,990

$398,967

Page 6: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · S JCT EVERTON TP 19TH ST Termini S JCT EVERTON TP 19TH ST 20100 Present AADT 17600 2013 Year of Count 2017 1.3 Projection

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-602-020

Original Current

FOREST LAKE Municipality FOREST LAKE

0.08 Segment Length 0.08

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

19TH ST TO W RAMP FAI 35 Termini 19TH ST TO W RAMP FAI 35

20100 Present AADT 17600

2013 Year of Count 2017

1.3 Projection Factor 1.3

26130 Projected Traffic 22880

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

1998 Latest Year SA funds 1998

2 Number of Signal Legs 2

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

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.08 * 4636497.97 / 60 * 25* 1.15

$177,732

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.08 * 4488 * 58.68 / 15 * 25 $35,114

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.08 * 785245.45 / 60 * 25 $26,175

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $177,732 +$35,114 + $26,175

$309,334

Page 7: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · S JCT EVERTON TP 19TH ST Termini S JCT EVERTON TP 19TH ST 20100 Present AADT 17600 2013 Year of Count 2017 1.3 Projection

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-602-030

Original Current

FOREST LAKE Municipality FOREST LAKE

0.15 Segment Length 0.15

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

NOT DIVIDED Existing Lane Description NOT DIVIDED

W RAMP TO E RAMP FAI 35 Termini W RAMP TO E RAMP FAI 35

23000 Present AADT 22800

2013 Year of Count 2017

1.3 Projection Factor 1.3

29900 Projected Traffic 29640

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

1965 Latest Year SA funds 1965

2 Number of Signal Legs 2

No Special Message Special Message Code No Special Message

INTERCHANGE BUILT 2011 Comments INTERCHANGE BUILT 2011

827344 Interchange Override 827344

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.15 * 4636497.97 / 60 * 25* 1.15

$333,248

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.15 * 4488 * 58.68 / 15 * 25 $65,839

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.15 * 785245.45 / 60 * 25 $49,078

Interchange Override Override non-preservationcosts if greater

(827344 / 60 * 25) > 452639= false

$0

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

$70,313 + $333,248 +$65,839 + $49,078 + $0

$518,478

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-602-031

Original Current

FOREST LAKE Municipality FOREST LAKE

0.15 Segment Length 0.15

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

NOT DIVIDED Existing Lane Description NOT DIVIDED

E RAMP FAI 35 TO 0.15 MI E Termini E RAMP FAI 35 TO 0.15 MI E

23000 Present AADT 22800

2013 Year of Count 2017

1.3 Projection Factor 1.3

29900 Projected Traffic 29640

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

1995 Latest Year SA funds 1995

1 Number of Signal Legs 1

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

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.15 * 4636497.97 / 60 * 25* 1.15

$333,248

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.15 * 4488 * 58.68 / 15 * 25 $65,839

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.15 * 785245.45 / 60 * 25 $49,078

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $333,248 +$65,839 + $49,078

$483,321

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-602-040

Original Current

FOREST LAKE Municipality FOREST LAKE

0.56 Segment Length 0.56

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.15 MI E OF E RAMP FAI 35 TO 0.1MI W OF SO JCT TH 61

Termini 0.15 MI E OF E RAMP FAI 35 TO 0.1MI W OF SO JCT TH 61

23000 Present AADT 22800

2013 Year of Count 2017

1.3 Projection Factor 1.3

29900 Projected Traffic 29640

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

1996 Latest Year SA funds 1996

6 Number of Signal Legs 6

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

6 * 56250 / 40 * 25 $210,938

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.56 * 4636497.97 / 60 * 25* 1.15

$1,244,127

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.56 * 4488 * 58.68 / 15 * 25 $245,799

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.56 * 785245.45 / 60 * 25 $183,224

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$210,938 + $1,244,127 +$245,799 + $183,224

$1,884,088

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-602-041

Original Current

FOREST LAKE Municipality FOREST LAKE

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.10 MI W OF SO JCT TH 61 TO SOJCT TH 61

Termini 0.10 MI W OF SO JCT TH 61 TO SOJCT TH 61

15400 Present AADT 14600

2013 Year of Count 2017

1.3 Projection Factor 1.3

20020 Projected Traffic 18980

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 10000 - 19999 )

1996 Latest Year SA funds 1996

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

0.1 * 3394812.63 / 60 * 25 *1.15

$162,668

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 3696 * 58.68 / 15 * 25 $36,147

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 443804.26 / 60 * 25 $18,492

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $162,668 + $36,147 +$18,492

$217,307

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-603-005

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.67 Segment Length 3.67

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 7 TO CSAH 4 Termini CSAH 7 TO CSAH 4

860 Present AADT 900

2013 Year of Count 2017

1.3 Projection Factor 1.3

1118 Projected Traffic 1170

RURAL Design Type RURAL

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

0 Latest Year SA funds 0

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

COMMISSIONER'S ORDER NO.95128. M&O IN 2015 USINGCOUNTY LEVY.

Comments COMMISSIONER'S ORDER NO.95128. M&O IN 2015 USINGCOUNTY LEVY.

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

WISCONSIN CENTRAL LTD. RailRoad Name WISCONSIN CENTRAL LTD.

691440W USDOT Number 691440W

0.62 Located at Milepoint 0.62

1 Mainline Tracks 1

SIGNS ONLY Protection Type SIGNS ONLY

0 Last Year Protection Upgraded 0

40 Crossing Length 40

0 Last Year Surfaced 0

100% Percentage of Cost 100%

Comments

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

3.67 * 615377.41 / 60 * 25 *1.1

$1,035,116

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.67 * 2112 * 58.68 / 20 * 25 $568,539

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.67 * 30700.57 / 60 * 25 $46,946

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

1500 / 25 * 25 $1,500

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

40 * 1350 / 25 * 25 $54,000

Page 12: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · S JCT EVERTON TP 19TH ST Termini S JCT EVERTON TP 19TH ST 20100 Present AADT 17600 2013 Year of Count 2017 1.3 Projection

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

$0 + $1,035,116 + $568,539+ $46,946 + $1,500 +$54,000

$1,706,101

Page 13: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · S JCT EVERTON TP 19TH ST Termini S JCT EVERTON TP 19TH ST 20100 Present AADT 17600 2013 Year of Count 2017 1.3 Projection

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-603-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.07 Segment Length 1.07

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 4 TO S CORP LIMITSSCANDIA

Termini CSAH 4 TO S CORP LIMITSSCANDIA

2150 Present AADT 2450

2013 Year of Count 2017

1.3 Projection Factor 1.3

2795 Projected Traffic 3185

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

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

1.07 * 1152432.8 / 60 * 25 *1.1

$565,172

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.07 * 2376 * 58.68 / 20 * 25 $186,479

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.07 * 119425.3 / 60 * 25 $53,244

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $565,172 + $186,479+ $53,244

$804,895

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-603-020

Original Current

SCANDIA Municipality SCANDIA

3.35 Segment Length 3.35

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S CORP LIMITS SCANDIA TO CORD 52

Termini S CORP LIMITS SCANDIA TO CORD 52

2600 Present AADT 2450

2013 Year of Count 2017

1.3 Projection Factor 1.3

3380 Projected Traffic 3185

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

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

3.35 * 1152432.8 / 60 * 25 *1.1

$1,769,465

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.35 * 2376 * 58.68 / 20 * 25 $583,837

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.35 * 119425.3 / 60 * 25 $166,698

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,769,465 + $583,837+ $166,698

$2,520,000

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-603-030

Original Current

SCANDIA Municipality SCANDIA

0.2 Segment Length 0.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CO RD 52 TO TH 97 Termini CO RD 52 TO TH 97

2700 Present AADT 2500

2013 Year of Count 2017

1.3 Projection Factor 1.3

3510 Projected Traffic 3250

URBAN Design Type URBAN

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

2000 Latest Year SA funds 2000

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

0.2 * 2601112.92 / 60 * 25 *1.15

$249,273

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 2904 * 58.68 / 15 * 25 $56,802

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 435721.45 / 60 * 25 $36,310

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $249,273 + $56,802 +$36,310

$342,385

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-603-031

Original Current

SCANDIA Municipality SCANDIA

0.42 Segment Length 0.42

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 97 TO S JCT OLINDA LN Termini TH 97 TO S JCT OLINDA LN

3100 Present AADT 3050

2013 Year of Count 2017

1.3 Projection Factor 1.3

4030 Projected Traffic 3965

URBAN Design Type URBAN

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

2000 Latest Year SA funds 2000

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

0.42 * 2601112.92 / 60 * 25* 1.15

$523,474

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.42 * 2904 * 58.68 / 15 * 25 $119,285

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.42 * 435721.45 / 60 * 25 $76,251

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $523,474 + $119,285+ $76,251

$719,010

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-603-032

Original Current

SCANDIA Municipality SCANDIA

0.43 Segment Length 0.43

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S JCT OLINDA LN TO 220TH ST N Termini S JCT OLINDA LN TO 220TH ST N

3100 Present AADT 3050

2013 Year of Count 2017

1.3 Projection Factor 1.3

4030 Projected Traffic 3965

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

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

0.43 * 1152432.8 / 60 * 25 *1.1

$227,125

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.43 * 2376 * 58.68 / 20 * 25 $74,940

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.43 * 119425.3 / 60 * 25 $21,397

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $227,125 + $74,940 +$21,397

$323,462

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-603-040

Original Current

SCANDIA Municipality SCANDIA

2.05 Segment Length 2.05

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

220TH ST. NO. TO 1.80 MI NORTH Termini 220TH ST. NO. TO 1.80 MI NORTH

2800 Present AADT 2800

2013 Year of Count 2017

1.3 Projection Factor 1.3

3640 Projected Traffic 3640

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

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

2.05 * 1152432.8 / 60 * 25 *1.1

$1,082,807

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.05 * 2376 * 58.68 / 20 * 25 $357,273

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.05 * 119425.3 / 60 * 25 $102,009

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,082,807 + $357,273+ $102,009

$1,542,089

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-603-041

Original Current

SCANDIA Municipality SCANDIA

0.3 Segment Length 0.3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

1.80 MI N OF 220TH ST TO N COLINE

Termini 1.80 MI N OF 220TH ST TO N COLINE

2350 Present AADT 2350

2013 Year of Count 2017

1.3 Projection Factor 1.3

3055 Projected Traffic 3055

RURAL Design Type RURAL

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

1988 Latest Year SA funds 1988

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

0.3 * 1152432.8 / 60 * 25 *1.1

$158,460

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2376 * 58.68 / 20 * 25 $52,284

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 119425.3 / 60 * 25 $14,928

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $158,460 + $52,284 +$14,928

$225,672

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-604-010

Original Current

HUGO Municipality HUGO

2.34 Segment Length 2.34

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 61 TO 0.16 MI E INGERSOLLAVE

Termini TH 61 TO 0.16 MI E INGERSOLLAVE

4100 Present AADT 4400

2013 Year of Count 2017

1.3 Projection Factor 1.3

5330 Projected Traffic 5720

RURAL Design Type RURAL

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

1988 Latest Year SA funds 1988

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

ADDED BOX CULVERT #82J09,PROJECT 82-604-08

Comments ADDED BOX CULVERT #82J09,PROJECT 82-604-08

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

82J09 Structure Number 82J09

Milepoint

2002 Year Built 2002

Harcwood Crk (JD # 2) Feature Crossed Harcwood Crk (JD # 2)

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

10 Culvert Width 10

10 Culvert Height 10

96 Culvert Length 96

99.99986017 Area of Waterway Opening 99.99986017

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

2.34 * 1152432.8 / 60 * 25 *1.1

$1,235,984

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.34 * 2376 * 58.68 / 20 * 25 $407,814

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.34 * 119425.3 / 60 * 25 $116,440

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

96 * 99.99986017 * 15.75 /100 * 25 * 1.15

$43,470

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

$0 + $1,235,984 + $407,814+ $116,440 + $43,470

$1,803,708

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-604-011

Original Current

HUGO Municipality HUGO

1.84 Segment Length 1.84

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.16 MI E OF INGERSOLL AVE TOE LIM HUGO

Termini 0.16 MI E OF INGERSOLL AVE TOE LIM HUGO

2850 Present AADT 3100

2013 Year of Count 2017

1.3 Projection Factor 1.3

3705 Projected Traffic 4030

RURAL Design Type RURAL

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

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 SAP 082-614-013 Comments 2016 SAP 082-614-013

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

1.84 * 1152432.8 / 60 * 25 *1.1

$971,885

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.84 * 2376 * 58.68 / 20 * 25 $320,674

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.84 * 119425.3 / 60 * 25 $91,559

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $971,885 + $320,674+ $91,559

$1,384,118

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-604-012

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.7 Segment Length 0.7

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

E LIMS HUGO TO CSAH 15 Termini E LIMS HUGO TO CSAH 15

2850 Present AADT 3100

2013 Year of Count 2017

1.3 Projection Factor 1.3

3705 Projected Traffic 4030

RURAL Design Type RURAL

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

1993 Latest Year SA funds 1993

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

0.7 * 1152432.8 / 60 * 25 *1.1

$369,739

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.7 * 2376 * 58.68 / 20 * 25 $121,996

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.7 * 119425.3 / 60 * 25 $34,832

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $369,739 + $121,996+ $34,832

$526,567

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-604-013

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.3 Segment Length 1.3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 15 TO MAY AV N Termini CSAH 15 TO MAY AV N

2350 Present AADT 2700

2013 Year of Count 2017

1.3 Projection Factor 1.3

3055 Projected Traffic 3510

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

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

1.3 * 1152432.8 / 60 * 25 *1.1

$686,658

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.3 * 2376 * 58.68 / 20 * 25 $226,563

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.3 * 119425.3 / 60 * 25 $64,689

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $686,658 + $226,563+ $64,689

$977,910

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-604-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1 Segment Length 1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

MAY AVE N TO W JCT CSAH3 Termini MAY AVE N TO W JCT CSAH3

2350 Present AADT 2700

2013 Year of Count 2017

1.3 Projection Factor 1.3

3055 Projected Traffic 3510

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

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

1 * 1152432.8 / 60 * 25 * 1.1 $528,198

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2376 * 58.68 / 20 * 25 $174,280

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 119425.3 / 60 * 25 $49,761

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $528,198 + $174,280+ $49,761

$752,239

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-604-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.4 Segment Length 0.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W JCT CSAH 3 TO E JCT CSAH 3 Termini W JCT CSAH 3 TO E JCT CSAH 3

2350 Present AADT 2700

2013 Year of Count 2017

1.3 Projection Factor 1.3

3055 Projected Traffic 3510

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

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

0.4 * 1152432.8 / 60 * 25 *1.1

$211,279

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2376 * 58.68 / 20 * 25 $69,712

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 119425.3 / 60 * 25 $19,904

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $211,279 + $69,712 +$19,904

$300,895

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-604-040

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.6 Segment Length 0.6

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 3 TO OLD GUSLANDERTRAIL

Termini CSAH 3 TO OLD GUSLANDERTRAIL

810 Present AADT 920

2013 Year of Count 2017

1.3 Projection Factor 1.3

1053 Projected Traffic 1196

RURAL Design Type RURAL

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

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 082-604-011 RC&OL Comments 2014 SAP 082-604-011 RC&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.6 * 615377.41 / 60 * 25 *1.1

$169,229

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.6 * 2112 * 58.68 / 20 * 25 $92,949

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.6 * 30700.57 / 60 * 25 $7,675

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $169,229 + $92,949 +$7,675

$269,853

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-604-041

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.7 Segment Length 1.7

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

OLD GUSLANDER TRAIL TO W LIMMARINE

Termini OLD GUSLANDER TRAIL TO W LIMMARINE

810 Present AADT 920

2013 Year of Count 2017

1.3 Projection Factor 1.3

1053 Projected Traffic 1196

RURAL Design Type RURAL

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

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 082-604-011 RC&OL Comments 2014 SAP 082-604-011 RC&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.7 * 615377.41 / 60 * 25 *1.1

$479,482

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.7 * 2112 * 58.68 / 20 * 25 $263,356

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.7 * 30700.57 / 60 * 25 $21,746

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $479,482 + $263,356+ $21,746

$764,584

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-604-050

Original Current

MARINE ON ST CROIX Municipality MARINE ON ST CROIX

0.32 Segment Length 0.32

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W LIM MARINE TO OLD MARINETRAIL

Termini W LIM MARINE TO OLD MARINETRAIL

500 Present AADT 460

2013 Year of Count 2017

1.3 Projection Factor 1.3

650 Projected Traffic 598

RURAL Design Type RURAL

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

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 082-604-011 RC&OL Comments 2014 SAP 082-604-011 RC&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.32 * 615377.41 / 60 * 25 *1.1

$90,255

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.32 * 2112 * 58.68 / 20 * 25 $49,573

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.32 * 30700.57 / 60 * 25 $4,093

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $90,255 + $49,573 +$4,093

$143,921

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-604-060

Original Current

MARINE ON ST CROIX Municipality MARINE ON ST CROIX

1.05 Segment Length 1.05

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

OLD MARINE TRAIL TOBROADWAY

Termini OLD MARINE TRAIL TOBROADWAY

500 Present AADT 460

2013 Year of Count 2017

1.3 Projection Factor 1.3

650 Projected Traffic 598

RURAL Design Type RURAL

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

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 082-604-011 RC&OL Comments 2014 SAP 082-604-011 RC&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.05 * 615377.41 / 60 * 25 *1.1

$296,150

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.05 * 2112 * 58.68 / 20 * 25 $162,661

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.05 * 30700.57 / 60 * 25 $13,431

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $296,150 + $162,661+ $13,431

$472,242

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-604-070

Original Current

MARINE ON ST CROIX Municipality MARINE ON ST CROIX

0.25 Segment Length 0.25

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

ALONG BROADWAY TO ROSE ST Termini ALONG BROADWAY TO ROSE ST

1050 Present AADT 950

2013 Year of Count 2017

1.3 Projection Factor 1.3

1365 Projected Traffic 1235

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

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

0.25 * 615377.41 / 60 * 25 *1.1

$70,512

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.25 * 2112 * 58.68 / 20 * 25 $38,729

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.25 * 30700.57 / 60 * 25 $3,198

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $70,512 + $38,729 +$3,198

$112,439

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-604-080

Original Current

MARINE ON ST CROIX Municipality MARINE ON ST CROIX

0.07 Segment Length 0.07

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

ROSE ST TO 6TH ST Termini ROSE ST TO 6TH ST

1050 Present AADT 950

2013 Year of Count 2017

1.3 Projection Factor 1.3

1365 Projected Traffic 1235

URBAN Design Type URBAN

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

1994 Latest Year SA funds 1994

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

0.07 * 2601112.92 / 60 * 25* 1.15

$87,246

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.07 * 2904 * 58.68 / 15 * 25 $19,881

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.07 * 435721.45 / 60 * 25 $12,709

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $87,246 + $19,881 +$12,709

$119,836

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-604-090

Original Current

MARINE ON ST CROIX Municipality MARINE ON ST CROIX

0.21 Segment Length 0.21

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

6TH ST TO TH 95 Termini 6TH ST TO TH 95

1050 Present AADT 950

2013 Year of Count 2017

1.3 Projection Factor 1.3

1365 Projected Traffic 1235

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

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

0.21 * 615377.41 / 60 * 25 *1.1

$59,230

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.21 * 2112 * 58.68 / 20 * 25 $32,532

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.21 * 30700.57 / 60 * 25 $2,686

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $59,230 + $32,532 +$2,686

$94,448

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-605-009

Original Current

STILLWATER Municipality STILLWATER

0.77 Segment Length 0.77

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

CSAH 15 TO COTTAGE DRIVE Termini CSAH 15 TO COTTAGE DRIVE

20700 Present AADT 20700

2013 Year of Count 2017

1.3 Projection Factor 1.3

26910 Projected Traffic 26910

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

1994 Latest Year SA funds 1994

5 Number of Signal Legs 5

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

5 * 56250 / 40 * 25 $175,781

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.77 * 4636497.97 / 60 * 25* 1.15

$1,710,675

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.77 * 4488 * 58.68 / 15 * 25 $337,973

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.77 * 785245.45 / 60 * 25 $251,933

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$175,781 + $1,710,675 +$337,973 + $251,933

$2,476,362

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-605-011

Original Current

STILLWATER Municipality STILLWATER

0.41 Segment Length 0.41

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

NOT DIVIDED Existing Lane Description NOT DIVIDED

COTTAGE DRIVE TO WEST PINESTREET

Termini COTTAGE DRIVE TO WEST PINESTREET

15200 Present AADT 15500

2013 Year of Count 2017

1.3 Projection Factor 1.3

19760 Projected Traffic 20150

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 20000 - 34999 )

1994 Latest Year SA funds 1994

2 Number of Signal Legs 2

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

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.41 * 4636497.97 / 60 * 25* 1.15

$910,879

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.41 * 4488 * 58.68 / 15 * 25 $179,960

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.41 * 785245.45 / 60 * 25 $134,146

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $910,879 +$179,960 + $134,146

$1,295,298

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-605-020

Original Current

STILLWATER Municipality STILLWATER

0.38 Segment Length 0.38

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

WEST PINE STREET TO BRICK ST Termini WEST PINE STREET TO BRICK ST

8600 Present AADT 8900

2013 Year of Count 2017

1.3 Projection Factor 1.3

11180 Projected Traffic 11570

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

1966 Latest Year SA funds 1966

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

0.38 * 3394812.63 / 60 * 25* 1.15

$618,139

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.38 * 3696 * 58.68 / 15 * 25 $137,358

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.38 * 443804.26 / 60 * 25 $70,269

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $618,139 + $137,358+ $70,269

$825,766

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-605-030

Original Current

STILLWATER Municipality STILLWATER

0.36 Segment Length 0.36

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

BRICK ST TO OWENS ST ONOLIVE ST

Termini BRICK ST TO OWENS ST ONOLIVE ST

8600 Present AADT 8900

2013 Year of Count 2017

1.3 Projection Factor 1.3

11180 Projected Traffic 11570

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

1966 Latest Year SA funds 1966

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

0.36 * 3394812.63 / 60 * 25* 1.15

$585,605

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.36 * 3696 * 58.68 / 15 * 25 $130,129

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.36 * 443804.26 / 60 * 25 $66,571

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $585,605 + $130,129+ $66,571

$782,305

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-605-040

Original Current

STILLWATER Municipality STILLWATER

0.12 Segment Length 0.12

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

OLIVE TO MYRTLE ON OWENS Termini OLIVE TO MYRTLE ON OWENS

7600 Present AADT 7500

2013 Year of Count 2017

1.3 Projection Factor 1.3

9880 Projected Traffic 9750

URBAN Design Type URBAN

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

1974 Latest Year SA funds 1974

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

0.12 * 2601112.92 / 60 * 25* 1.15

$149,564

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.12 * 2904 * 58.68 / 15 * 25 $34,081

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.12 * 435721.45 / 60 * 25 $21,786

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $149,564 + $34,081 +$21,786

$205,431

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-605-041

Original Current

STILLWATER Municipality STILLWATER

0.67 Segment Length 0.67

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

MYRTLE TO WILKIN ON OWENS Termini MYRTLE TO WILKIN ON OWENS

9200 Present AADT 9200

2013 Year of Count 2017

1.3 Projection Factor 1.3

11960 Projected Traffic 11960

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

1974 Latest Year SA funds 1974

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

0.67 * 3394812.63 / 60 * 25* 1.15

$1,089,876

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.67 * 3696 * 58.68 / 15 * 25 $242,184

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.67 * 443804.26 / 60 * 25 $123,895

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,089,876 + $242,184+ $123,895

$1,455,955

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-605-050

Original Current

STILLWATER Municipality STILLWATER

0.2 Segment Length 0.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

WILKIN TO SYCAMORE ONOWENS

Termini WILKIN TO SYCAMORE ONOWENS

6800 Present AADT 6900

2013 Year of Count 2017

1.3 Projection Factor 1.3

8840 Projected Traffic 8970

URBAN Design Type URBAN

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

1972 Latest Year SA funds 1972

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

0.2 * 2601112.92 / 60 * 25 *1.15

$249,273

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 2904 * 58.68 / 15 * 25 $56,802

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 435721.45 / 60 * 25 $36,310

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $249,273 + $56,802 +$36,310

$342,385

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-605-060

Original Current

STILLWATER Municipality STILLWATER

0.06 Segment Length 0.06

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

SYCAMORE TO 0.06 MI N Termini SYCAMORE TO 0.06 MI N

5700 Present AADT 5800

2013 Year of Count 2017

1.3 Projection Factor 1.3

7410 Projected Traffic 7540

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1972 Latest Year SA funds 1972

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

0.06 * 2158029 / 60 * 25 *1.1

$59,346

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.06 * 3564 * 58.68 / 20 * 25 $15,685

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.06 * 128139.18 / 60 * 25 $3,203

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $59,346 + $15,685 +$3,203

$78,234

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-605-070

Original Current

STILLWATER Municipality STILLWATER

0.2 Segment Length 0.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.06 M TO 0.26 M N OF SYCAMORE Termini 0.06 M TO 0.26 M N OF SYCAMORE

5700 Present AADT 5800

2013 Year of Count 2017

1.3 Projection Factor 1.3

7410 Projected Traffic 7540

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1972 Latest Year SA funds 1972

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

0.2 * 2158029 / 60 * 25 * 1.1 $197,819

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 3564 * 58.68 / 20 * 25 $52,284

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 128139.18 / 60 * 25 $10,678

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $197,819 + $52,284 +$10,678

$260,781

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-605-080

Original Current

STILLWATER Municipality STILLWATER

0.35 Segment Length 0.35

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.26 MI N OF SYCAMORE TO NLIMS STILLWATER

Termini 0.26 MI N OF SYCAMORE TO NLIMS STILLWATER

5700 Present AADT 5800

2013 Year of Count 2017

1.3 Projection Factor 1.3

7410 Projected Traffic 7540

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1972 Latest Year SA funds 1972

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

0.35 * 2158029 / 60 * 25 *1.1

$346,184

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.35 * 3564 * 58.68 / 20 * 25 $91,497

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.35 * 128139.18 / 60 * 25 $18,687

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $346,184 + $91,497 +$18,687

$456,368

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-605-090

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

NO LIM STILLWATER TO 0.10 MI.S. OF TH 96

Termini NO LIM STILLWATER TO 0.10 MI.S. OF TH 96

5700 Present AADT 5400

2013 Year of Count 2017

1.3 Projection Factor 1.3

7410 Projected Traffic 7020

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1972 Latest Year SA funds 1972

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

0.1 * 2158029 / 60 * 25 * 1.1 $98,910

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 3564 * 58.68 / 20 * 25 $26,142

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 128139.18 / 60 * 25 $5,339

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $98,910 + $26,142 +$5,339

$130,391

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-605-100

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

.10 MI. N. OF N. LIM. STILLWATERTO TH 96

Termini .10 MI. N. OF N. LIM. STILLWATERTO TH 96

5800 Present AADT 5400

2013 Year of Count 2017

1.3 Projection Factor 1.3

7540 Projected Traffic 7020

URBAN Design Type URBAN

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

1972 Latest Year SA funds 1972

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

82501 Structure Number 82501

3.71 Milepoint 3.71

1967 Year Built 1967

MZ LTD & BROWNS CREEK Feature Crossed MZ LTD & BROWNS CREEK

Type of Service

Number of Spans

199 Bridge Length 199

37.5 Bridge Width 37.5

100% Shared Structure 100%

Comments

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

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

0.1 * 2601112.92 / 60 * 25 *1.15

$124,637

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2904 * 58.68 / 15 * 25 $28,401

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 435721.45 / 60 * 25 $18,155

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

199 * 37.5 * 146 / 80 * 25 *1.15

$391,548

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

$0 + $124,637 + $28,401 +$18,155 + $391,548

$562,741

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-605-110

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2 Segment Length 2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 96 TO CSAH 11 Termini TH 96 TO CSAH 11

3300 Present AADT 3450

2013 Year of Count 2017

1.3 Projection Factor 1.3

4290 Projected Traffic 4485

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

SB APPROVED MILEAGESEGMENT

Special Message Code SB APPROVED MILEAGESEGMENT

2016 082-605-02-14 mill olay,culvert replacement

Comments 2016 082-605-02-14 mill olay,culvert replacement

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

2 * 1152432.8 / 60 * 25 * 1.1 $1,056,397

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2 * 2376 * 58.68 / 20 * 25 $348,559

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2 * 119425.3 / 60 * 25 $99,521

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,056,397 + $348,559+ $99,521

$1,504,477

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-606-010

Original Current

OAKDALE Municipality OAKDALE

1.49 Segment Length 1.49

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W CO LINE TO I 694 Termini W CO LINE TO I 694

4950 Present AADT 5300

2013 Year of Count 2017

1.3 Projection Factor 1.3

6435 Projected Traffic 6890

URBAN Design Type URBAN

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

1997 Latest Year SA funds 1997

1 Number of Signal Legs 1

THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.49 * 2601112.92 / 60 * 25* 1.15

$1,857,086

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.49 * 2904 * 58.68 / 15 * 25 $423,177

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.49 * 435721.45 / 60 * 25 $270,510

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $1,857,086 +$423,177 + $270,510

$2,585,929

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-606-011

Original Current

OAKDALE Municipality OAKDALE

0.39 Segment Length 0.39

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

I 694 TO 0.39 MI E Termini I 694 TO 0.39 MI E

4950 Present AADT 5300

2013 Year of Count 2017

1.3 Projection Factor 1.3

6435 Projected Traffic 6890

URBAN Design Type URBAN

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

1980 Latest Year SA funds 1980

0 Number of Signal Legs 0

THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS

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

0.39 * 2601112.92 / 60 * 25* 1.15

$486,083

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.39 * 2904 * 58.68 / 15 * 25 $110,764

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.39 * 435721.45 / 60 * 25 $70,805

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $486,083 + $110,764+ $70,805

$667,652

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-606-012

Original Current

OAKDALE Municipality OAKDALE

0.45 Segment Length 0.45

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.39 MI E I 694 TO E LIM OAKDALE Termini 0.39 MI E I 694 TO E LIM OAKDALE

4950 Present AADT 5300

2013 Year of Count 2017

1.3 Projection Factor 1.3

6435 Projected Traffic 6890

URBAN Design Type URBAN

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

1980 Latest Year SA funds 1980

0 Number of Signal Legs 0

THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS

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

0.45 * 2601112.92 / 60 * 25* 1.15

$560,865

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.45 * 2904 * 58.68 / 15 * 25 $127,805

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.45 * 435721.45 / 60 * 25 $81,698

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $560,865 + $127,805+ $81,698

$770,368

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-606-020

Original Current

LAKE ELMO Municipality LAKE ELMO

0.5 Segment Length 0.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

E LIM OAKDALE TO CSAH 13 SJCT

Termini E LIM OAKDALE TO CSAH 13 SJCT

5450 Present AADT 5500

2013 Year of Count 2017

1.3 Projection Factor 1.3

7085 Projected Traffic 7150

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1980 Latest Year SA funds 1980

0 Number of Signal Legs 0

THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS

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

0.5 * 2158029 / 60 * 25 * 1.1 $494,548

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 3564 * 58.68 / 20 * 25 $130,710

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 128139.18 / 60 * 25 $26,696

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $494,548 + $130,710+ $26,696

$651,954

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : WASHINGTON Segment Nbr : 082-606-030

Original Current

LAKE ELMO Municipality LAKE ELMO

0.7 Segment Length 0.7

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 13 S JCT TO CSAH 14 Termini CSAH 13 S JCT TO CSAH 14

4650 Present AADT 4500

2013 Year of Count 2017

1.3 Projection Factor 1.3

6045 Projected Traffic 5850

RURAL Design Type RURAL

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

1980 Latest Year SA funds 1980

0 Number of Signal Legs 0

THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS

Comments

Interchange Override

Segment Override

Bridge Information Status: Deleted

Original Current

4869 Structure Number 4869

3.44 Milepoint 3.44

1931 Year Built 1931

Feature Crossed

Type of Service

Number of Spans

62 Bridge Length 62

0 Bridge Width 0

100% Shared Structure 100%

Comments

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

Culvert Information Status: Original

Original Current

93609 Structure Number 93609

3.257 Milepoint 3.257

1980 Year Built 1980

STREAM Feature Crossed STREAM

Type of Service

1 Number of Barrels 1

14 Culvert Width 14

10 Culvert Height 10

154 Culvert Length 154

98.99989386 Area of Waterway Opening 98.99989386

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

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Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.7 * 1152432.8 / 60 * 25 *1.1

$369,739

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.7 * 2376 * 58.68 / 20 * 25 $121,996

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.7 * 119425.3 / 60 * 25 $34,832

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

154 * 98.99989386 * 15.75 /100 * 25 * 1.15

$69,036

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

$0 + $369,739 + $121,996+ $34,832 + $69,036

$595,603

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-607-005

Original Current

GRANT Municipality GRANT

1.47 Segment Length 1.47

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W CO LINE TO S CORP LIMITSHUGO

Termini W CO LINE TO S CORP LIMITSHUGO

2100 Present AADT 2550

2013 Year of Count 2017

1.3 Projection Factor 1.3

2730 Projected Traffic 3315

RURAL Design Type RURAL

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SP 082-607-014 C&G, M&OL Comments 2013 SP 082-607-014 C&G, M&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.47 * 1152432.8 / 60 * 25 *1.1

$776,452

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.47 * 2376 * 58.68 / 20 * 25 $256,191

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.47 * 119425.3 / 60 * 25 $73,148

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $776,452 + $256,191+ $73,148

$1,105,791

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-607-006

Original Current

HUGO Municipality HUGO

1.01 Segment Length 1.01

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S CORP LIMITS HUGO TO 125THST N

Termini S CORP LIMITS HUGO TO 125THST N

1900 Present AADT 1800

2013 Year of Count 2017

1.3 Projection Factor 1.3

2470 Projected Traffic 2340

RURAL Design Type RURAL

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SP 082-607-014 C&G, M&OL Comments 2013 SP 082-607-014 C&G, M&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.01 * 1152432.8 / 60 * 25 *1.1

$533,480

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.01 * 2376 * 58.68 / 20 * 25 $176,022

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.01 * 119425.3 / 60 * 25 $50,258

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $533,480 + $176,022+ $50,258

$759,760

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-607-007

Original Current

HUGO Municipality HUGO

1.56 Segment Length 1.56

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

125TH ST N TO CSAH 8 Termini 125TH ST N TO CSAH 8

1200 Present AADT 1350

2013 Year of Count 2017

1.3 Projection Factor 1.3

1560 Projected Traffic 1755

RURAL Design Type RURAL

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SP 082-607-014 C&G, M&OL Comments 2013 SP 082-607-014 C&G, M&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.56 * 1152432.8 / 60 * 25 *1.1

$823,989

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.56 * 2376 * 58.68 / 20 * 25 $271,876

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.56 * 119425.3 / 60 * 25 $77,626

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $823,989 + $271,876+ $77,626

$1,173,491

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-607-008

Original Current

HUGO Municipality HUGO

0.48 Segment Length 0.48

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 8 TO CO RD 57 Termini CSAH 8 TO CO RD 57

2000 Present AADT 2000

2013 Year of Count 2017

1.3 Projection Factor 1.3

2600 Projected Traffic 2600

RURAL Design Type RURAL

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

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 082-607-015 turn lane; 2013SP 082-607-014 C&G, M&OL

Comments 2016 082-607-015 turn lane; 2013SP 082-607-014 C&G, M&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.48 * 1152432.8 / 60 * 25 *1.1

$253,535

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.48 * 2376 * 58.68 / 20 * 25 $83,654

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.48 * 119425.3 / 60 * 25 $23,885

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $253,535 + $83,654 +$23,885

$361,074

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-607-009

Original Current

HUGO Municipality HUGO

0.24 Segment Length 0.24

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CO RD 57 TO CSAH 9 Termini CO RD 57 TO CSAH 9

2400 Present AADT 2500

2013 Year of Count 2017

1.3 Projection Factor 1.3

3120 Projected Traffic 3250

RURAL Design Type RURAL

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SP 082-607-014 C&G, M&OL Comments 2013 SP 082-607-014 C&G, M&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.24 * 1152432.8 / 60 * 25 *1.1

$126,768

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.24 * 2376 * 58.68 / 20 * 25 $41,827

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.24 * 119425.3 / 60 * 25 $11,943

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $126,768 + $41,827 +$11,943

$180,538

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-607-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.5 Segment Length 0.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 9 TO 0.50 MI E Termini CSAH 9 TO 0.50 MI E

2000 Present AADT 2500

2013 Year of Count 2017

1.3 Projection Factor 1.3

2600 Projected Traffic 3250

RURAL Design Type RURAL

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SP 082-607-014 C&G, M&OL Comments 2013 SP 082-607-014 C&G, M&OL

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY

691436G USDOT Number 691436G

0.5 Located at Milepoint 0.5

1 Mainline Tracks 1

SIGNALS ONLY Protection Type SIGNALS ONLY

2006 Last Year Protection Upgraded 2006

80 Crossing Length 80

Last Year Surfaced

100% Percentage of Cost 100%

Comments

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.5 * 1152432.8 / 60 * 25 *1.1

$264,099

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2376 * 58.68 / 20 * 25 $87,140

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 119425.3 / 60 * 25 $24,880

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

275000 / 25 * 25 $275,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

80 * 1350 / 25 * 25 $108,000

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

$0 + $264,099 + $87,140 +$24,880 + $275,000 +$108,000

$759,119

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-607-011

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.50 MI E CSAH 9 TO 0.60 MI E Termini 0.50 MI E CSAH 9 TO 0.60 MI E

2000 Present AADT 2500

2013 Year of Count 2017

1.3 Projection Factor 1.3

2600 Projected Traffic 3250

RURAL Design Type RURAL

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SP 082-607-014 C&G, M&OL Comments 2013 SP 082-607-014 C&G, M&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.1 * 1152432.8 / 60 * 25 *1.1

$52,820

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2376 * 58.68 / 20 * 25 $17,428

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 119425.3 / 60 * 25 $4,976

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $52,820 + $17,428 +$4,976

$75,224

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-607-012

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.5 Segment Length 0.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.60 MI E CSAH 9 TO SO. JCTCSAH 15

Termini 0.60 MI E CSAH 9 TO SO. JCTCSAH 15

2000 Present AADT 2500

2013 Year of Count 2017

1.3 Projection Factor 1.3

2600 Projected Traffic 3250

RURAL Design Type RURAL

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SP 082-607-014 C&G, M&OL Comments 2013 SP 082-607-014 C&G, M&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.5 * 1152432.8 / 60 * 25 *1.1

$264,099

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2376 * 58.68 / 20 * 25 $87,140

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 119425.3 / 60 * 25 $24,880

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $264,099 + $87,140 +$24,880

$376,119

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-607-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.8 Segment Length 1.8

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

NO JCT CSAH 15 TO W JCT CO RD55

Termini NO JCT CSAH 15 TO W JCT CO RD55

1600 Present AADT 1650

2013 Year of Count 2017

1.3 Projection Factor 1.3

2080 Projected Traffic 2145

RURAL Design Type RURAL

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

1967 Latest Year SA funds 1967

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

1.8 * 1152432.8 / 60 * 25 *1.1

$950,757

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.8 * 2376 * 58.68 / 20 * 25 $313,703

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.8 * 119425.3 / 60 * 25 $89,569

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $950,757 + $313,703+ $89,569

$1,354,029

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-607-021

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.3 Segment Length 2.3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W JCT CO RD 55 TO PARIS AVENO

Termini W JCT CO RD 55 TO PARIS AVENO

2300 Present AADT 2150

2013 Year of Count 2017

1.3 Projection Factor 1.3

2990 Projected Traffic 2795

RURAL Design Type RURAL

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

1967 Latest Year SA funds 1967

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

2.3 * 1152432.8 / 60 * 25 *1.1

$1,214,856

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.3 * 2376 * 58.68 / 20 * 25 $400,843

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.3 * 119425.3 / 60 * 25 $114,449

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,214,856 + $400,843+ $114,449

$1,730,148

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-607-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.3 Segment Length 0.3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

PARIS AVE NO TO CO RD 51 Termini PARIS AVE NO TO CO RD 51

1050 Present AADT 940

2013 Year of Count 2017

1.3 Projection Factor 1.3

1365 Projected Traffic 1222

URBAN Design Type URBAN

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

1967 Latest Year SA funds 1967

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

0.3 * 2601112.92 / 60 * 25 *1.15

$373,910

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2904 * 58.68 / 15 * 25 $85,203

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 435721.45 / 60 * 25 $54,465

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $373,910 + $85,203 +$54,465

$513,578

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-607-040

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.5 Segment Length 0.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CO RD 51 TO CO RD 59 Termini CO RD 51 TO CO RD 59

800 Present AADT 760

2013 Year of Count 2017

1.3 Projection Factor 1.3

1040 Projected Traffic 988

RURAL Design Type RURAL

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

1967 Latest Year SA funds 1967

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

0.5 * 615377.41 / 60 * 25 *1.1

$141,024

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2112 * 58.68 / 20 * 25 $77,458

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 30700.57 / 60 * 25 $6,396

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $141,024 + $77,458 +$6,396

$224,878

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-607-050

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.6 Segment Length 1.6

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CO RD 59 TO SW LIMITS MARINE Termini CO RD 59 TO SW LIMITS MARINE

485 Present AADT 455

2013 Year of Count 2017

1.3 Projection Factor 1.3

631 Projected Traffic 592

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2010 OVERLAY DONE UNDER SAP082-607-012

Comments 2010 OVERLAY DONE UNDER SAP082-607-012

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

1.6 * 615377.41 / 60 * 25 *1.1

$451,277

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.6 * 2112 * 58.68 / 20 * 25 $247,864

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.6 * 30700.57 / 60 * 25 $20,467

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $451,277 + $247,864+ $20,467

$719,608

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-607-058

Original Current

MARINE ON ST CROIX Municipality MARINE ON ST CROIX

0.16 Segment Length 0.16

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

SW LIM MARINE TO 0.16 MI E Termini SW LIM MARINE TO 0.16 MI E

410 Present AADT 360

2013 Year of Count 2017

1.3 Projection Factor 1.3

533 Projected Traffic 468

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2010 OVERLAY DONE UNDER SAP082-607-012

Comments 2010 OVERLAY DONE UNDER SAP082-607-012

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

0.16 * 615377.41 / 60 * 25 *1.1

$45,128

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.16 * 2112 * 58.68 / 20 * 25 $24,786

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.16 * 30700.57 / 60 * 25 $2,047

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $45,128 + $24,786 +$2,047

$71,961

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-607-059

Original Current

MARINE ON ST CROIX Municipality MARINE ON ST CROIX

0.34 Segment Length 0.34

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.16 MI E TO 0.4 MI NE OF SW LIMMARINE ON ST CROIX

Termini 0.16 MI E TO 0.4 MI NE OF SW LIMMARINE ON ST CROIX

410 Present AADT 360

2013 Year of Count 2017

1.3 Projection Factor 1.3

533 Projected Traffic 468

RURAL Design Type RURAL

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

1983 Latest Year SA funds 1983

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2010 OVERLAY DONE UNDER SAP082-607-012

Comments 2010 OVERLAY DONE UNDER SAP082-607-012

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

0.34 * 615377.41 / 60 * 25 *1.1

$95,896

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.34 * 2112 * 58.68 / 20 * 25 $52,671

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.34 * 30700.57 / 60 * 25 $4,349

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $95,896 + $52,671 +$4,349

$152,916

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-607-060

Original Current

MARINE ON ST CROIX Municipality MARINE ON ST CROIX

0.32 Segment Length 0.32

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.4 MI E SW LIM MARINE TO 0.82MI NE

Termini 0.4 MI E SW LIM MARINE TO 0.82MI NE

410 Present AADT 360

2013 Year of Count 2017

1.3 Projection Factor 1.3

533 Projected Traffic 468

RURAL Design Type RURAL

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

1983 Latest Year SA funds 1983

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

0.32 * 615377.41 / 60 * 25 *1.1

$90,255

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.32 * 2112 * 58.68 / 20 * 25 $49,573

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.32 * 30700.57 / 60 * 25 $4,093

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $90,255 + $49,573 +$4,093

$143,921

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-607-061

Original Current

MARINE ON ST CROIX Municipality MARINE ON ST CROIX

0.2 Segment Length 0.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.82 MI TO 1.02 MI NE OF W LIMSMARINE ON ST CROIX

Termini 0.82 MI TO 1.02 MI NE OF W LIMSMARINE ON ST CROIX

410 Present AADT 360

2013 Year of Count 2017

1.3 Projection Factor 1.3

533 Projected Traffic 468

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

PROPOSED SURFACE ANDROADBED WIDTH CHANGED TOREFLECT MAXIMUM ALLOWABLE--24 X 32. 2/22/07 SL

Comments PROPOSED SURFACE ANDROADBED WIDTH CHANGED TOREFLECT MAXIMUM ALLOWABLE--24 X 32. 2/22/07 SL

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

0.2 * 615377.41 / 60 * 25 *1.1

$56,410

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 2112 * 58.68 / 20 * 25 $30,983

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 30700.57 / 60 * 25 $2,558

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $56,410 + $30,983 +$2,558

$89,951

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-607-070

Original Current

MARINE ON ST CROIX Municipality MARINE ON ST CROIX

0.51 Segment Length 0.51

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

1.02 MI E OF LIMS TO TH 95 Termini 1.02 MI E OF LIMS TO TH 95

410 Present AADT 360

2013 Year of Count 2017

1.3 Projection Factor 1.3

533 Projected Traffic 468

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

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

0.51 * 615377.41 / 60 * 25 *1.1

$143,844

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.51 * 2112 * 58.68 / 20 * 25 $79,007

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.51 * 30700.57 / 60 * 25 $6,524

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $143,844 + $79,007 +$6,524

$229,375

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-608-010

Original Current

HUGO Municipality HUGO

1.4 Segment Length 1.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

W CO LINE TO TH 61 Termini W CO LINE TO TH 61

15000 Present AADT 16000

2013 Year of Count 2017

1.3 Projection Factor 1.3

19500 Projected Traffic 20800

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 20000 - 34999 )

2005 Latest Year SA funds 2005

3 Number of Signal Legs 3

No Special Message Special Message Code No Special Message

RECONSTRUCTED UNDER SAP82-608-07

Comments RECONSTRUCTED UNDER SAP82-608-07

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

3 * 56250 / 40 * 25 $105,469

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.4 * 4636497.97 / 60 * 25 *1.15

$3,110,317

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.4 * 4488 * 58.68 / 15 * 25 $614,497

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.4 * 785245.45 / 60 * 25 $458,060

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$105,469 + $3,110,317 +$614,497 + $458,060

$4,288,343

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-608-040

Original Current

HUGO Municipality HUGO

0.91 Segment Length 0.91

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 61 TO GOODVIEW AVE Termini TH 61 TO GOODVIEW AVE

3900 Present AADT 4100

2013 Year of Count 2017

1.3 Projection Factor 1.3

5070 Projected Traffic 5330

URBAN Design Type URBAN

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

2000 Latest Year SA funds 2000

1 Number of Signal Legs 1

SB APPROVED MILEAGESEGMENT

Special Message Code SB APPROVED MILEAGESEGMENT

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.91 * 2601112.92 / 60 * 25* 1.15

$1,134,194

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.91 * 2904 * 58.68 / 15 * 25 $258,450

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.91 * 435721.45 / 60 * 25 $165,211

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $1,134,194 +$258,450 + $165,211

$1,593,011

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-608-050

Original Current

HUGO Municipality HUGO

5.04 Segment Length 5.04

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

GOODVIEW AVE N TO CSAH 7 Termini GOODVIEW AVE N TO CSAH 7

1800 Present AADT 1900

2013 Year of Count 2017

1.3 Projection Factor 1.3

2340 Projected Traffic 2470

RURAL Design Type RURAL

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

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

SB APPROVED MILEAGESEGMENT

Special Message Code SB APPROVED MILEAGESEGMENT

2016 082-608-011 realignment atCSAH 7; 2010 OVERLAY DONEUNDER SAP 82-608-010

Comments 2016 082-608-011 realignment atCSAH 7; 2010 OVERLAY DONEUNDER SAP 82-608-010

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

5.04 * 1152432.8 / 60 * 25 *1.1

$2,662,120

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.04 * 2376 * 58.68 / 20 * 25 $878,369

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.04 * 119425.3 / 60 * 25 $250,793

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $2,662,120 + $878,369+ $250,793

$3,791,282

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-609-008

Original Current

GRANT Municipality GRANT

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 12 TO 0.10 MI. N. Termini CSAH 12 TO 0.10 MI. N.

4300 Present AADT 4450

2013 Year of Count 2017

1.3 Projection Factor 1.3

5590 Projected Traffic 5785

RURAL Design Type RURAL

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

1991 Latest Year SA funds 1991

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

0.1 * 1152432.8 / 60 * 25 *1.1

$52,820

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2376 * 58.68 / 20 * 25 $17,428

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 119425.3 / 60 * 25 $4,976

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $52,820 + $17,428 +$4,976

$75,224

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-609-009

Original Current

GRANT Municipality GRANT

1.7 Segment Length 1.7

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.10 MI. N. OF CSAH 12 TO MN. TH96

Termini 0.10 MI. N. OF CSAH 12 TO MN. TH96

4300 Present AADT 4450

2013 Year of Count 2017

1.3 Projection Factor 1.3

5590 Projected Traffic 5785

RURAL Design Type RURAL

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

1991 Latest Year SA funds 1991

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

1.7 * 1152432.8 / 60 * 25 *1.1

$897,937

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.7 * 2376 * 58.68 / 20 * 25 $296,275

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.7 * 119425.3 / 60 * 25 $84,593

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $897,937 + $296,275+ $84,593

$1,278,805

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-609-010

Original Current

GRANT Municipality GRANT

1.6 Segment Length 1.6

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 96 TO IRONWOOD AVE NO Termini TH 96 TO IRONWOOD AVE NO

3650 Present AADT 2000

2013 Year of Count 2017

1.3 Projection Factor 1.3

4745 Projected Traffic 2600

RURAL Design Type RURAL

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

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

082-609-005 full depth reclaim..9926

Comments 082-609-005 full depth reclaim..9926

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

1.6 * 1152432.8 / 60 * 25 *1.1

$845,117

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.6 * 2376 * 58.68 / 20 * 25 $278,847

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.6 * 119425.3 / 60 * 25 $79,617

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $845,117 + $278,847+ $79,617

$1,203,581

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-609-020

Original Current

GRANT Municipality GRANT

2 Segment Length 2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

IRONWOOD AVE NO TO 0.3 MI WOF KEYSTONE AVE

Termini IRONWOOD AVE NO TO 0.3 MI WOF KEYSTONE AVE

980 Present AADT 1100

2013 Year of Count 2017

1.3 Projection Factor 1.3

1274 Projected Traffic 1430

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

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

2 * 615377.41 / 60 * 25 * 1.1 $564,096

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2 * 2112 * 58.68 / 20 * 25 $309,830

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2 * 30700.57 / 60 * 25 $25,584

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $564,096 + $309,830+ $25,584

$899,510

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Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-609-030

Original Current

GRANT Municipality GRANT

0.3 Segment Length 0.3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.3 MI W TO KEYSTONE AVE Termini 0.3 MI W TO KEYSTONE AVE

750 Present AADT 900

2013 Year of Count 2017

1.3 Projection Factor 1.3

975 Projected Traffic 1170

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

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

0.3 * 615377.41 / 60 * 25 *1.1

$84,614

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2112 * 58.68 / 20 * 25 $46,475

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 30700.57 / 60 * 25 $3,838

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $84,614 + $46,475 +$3,838

$134,927

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Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-609-040

Original Current

GRANT Municipality GRANT

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

ON KEYSTONE AVE, FROM 119THST N TO S LIM HUGO

Termini ON KEYSTONE AVE, FROM 119THST N TO S LIM HUGO

1050 Present AADT 1150

2013 Year of Count 2017

1.3 Projection Factor 1.3

1365 Projected Traffic 1495

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

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

0.1 * 615377.41 / 60 * 25 *1.1

$28,205

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2112 * 58.68 / 20 * 25 $15,492

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 30700.57 / 60 * 25 $1,279

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $28,205 + $15,492 +$1,279

$44,976

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Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-609-050

Original Current

HASTINGS Municipality HASTINGS

0.25 Segment Length 0.25

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

ON KEYSTONE AVE, FROM S LIMHUGO TO CSAH 7

Termini ON KEYSTONE AVE, FROM S LIMHUGO TO CSAH 7

1050 Present AADT 1150

2013 Year of Count 2017

1.3 Projection Factor 1.3

1365 Projected Traffic 1495

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY

691435A USDOT Number 691435A

0.2 Located at Milepoint 0.2

1 Mainline Tracks 1

SIGNALS & GATES Protection Type SIGNALS & GATES

1980 Last Year Protection Upgraded 1980

32 Crossing Length 32

Last Year Surfaced

100% Percentage of Cost 100%

Comments

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

0.25 * 615377.41 / 60 * 25 *1.1

$70,512

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.25 * 2112 * 58.68 / 20 * 25 $38,729

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.25 * 30700.57 / 60 * 25 $3,198

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

325000 / 25 * 25 $325,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

32 * 1350 / 25 * 25 $43,200

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

$0 + $70,512 + $38,729 +$3,198 + $325,000 +$43,200

$480,639

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Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-610-050

Original Current

OAKDALE Municipality OAKDALE

0.78 Segment Length 0.78

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 120 TO 0.22 MI W OF HADLEY Termini TH 120 TO 0.22 MI W OF HADLEY

12900 Present AADT 12900

2013 Year of Count 2017

1.3 Projection Factor 1.3

16770 Projected Traffic 16770

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2015 Latest Year SA funds 2015

5 Number of Signal Legs 5

No Special Message Special Message Code No Special Message

RECOND 082-610-013 2015 Comments RECOND 082-610-013 2015

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

5 * 56250 / 40 * 25 $175,781

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.78 * 3394812.63 / 60 * 25* 1.15

$1,268,811

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.78 * 3696 * 58.68 / 15 * 25 $281,946

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.78 * 443804.26 / 60 * 25 $144,236

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$175,781 + $1,268,811 +$281,946 + $144,236

$1,870,774

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Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-610-051

Original Current

OAKDALE Municipality OAKDALE

0.07 Segment Length 0.07

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.22 MI TO 0.15 MI W OF HADLEY Termini 0.22 MI TO 0.15 MI W OF HADLEY

12900 Present AADT 12900

2013 Year of Count 2017

1.3 Projection Factor 1.3

16770 Projected Traffic 16770

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2015 Latest Year SA funds 2015

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

RECOND 082-610-013 2015 Comments RECOND 082-610-013 2015

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

0.07 * 3394812.63 / 60 * 25* 1.15

$113,868

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.07 * 3696 * 58.68 / 15 * 25 $25,303

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.07 * 443804.26 / 60 * 25 $12,944

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $113,868 + $25,303 +$12,944

$152,115

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-610-052

Original Current

OAKDALE Municipality OAKDALE

0.2 Segment Length 0.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

0.15 MI W TO 0.05 MI E OF HADLEY Termini 0.15 MI W TO 0.05 MI E OF HADLEY

22300 Present AADT 22300

2013 Year of Count 2017

1.3 Projection Factor 1.3

28990 Projected Traffic 28990

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

2015 Latest Year SA funds 2015

2 Number of Signal Legs 2

No Special Message Special Message Code No Special Message

RECOND 082-610-013 2015 Comments RECOND 082-610-013 2015

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.2 * 4636497.97 / 60 * 25 *1.15

$444,331

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 4488 * 58.68 / 15 * 25 $87,785

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 785245.45 / 60 * 25 $65,437

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $444,331 +$87,785 + $65,437

$667,866

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Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-610-053

Original Current

OAKDALE Municipality OAKDALE

0.21 Segment Length 0.21

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

0.05 MI TO 0.26 MI E OF HADLEY Termini 0.05 MI TO 0.26 MI E OF HADLEY

22300 Present AADT 22300

2013 Year of Count 2017

1.3 Projection Factor 1.3

28990 Projected Traffic 28990

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

2015 Latest Year SA funds 2015

4 Number of Signal Legs 4

No Special Message Special Message Code No Special Message

RECOND 082-610-013 2015 Comments RECOND 082-610-013 2015

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

4 * 56250 / 40 * 25 $140,625

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.21 * 4636497.97 / 60 * 25* 1.15

$466,548

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.21 * 4488 * 58.68 / 15 * 25 $92,175

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.21 * 785245.45 / 60 * 25 $68,709

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$140,625 + $466,548 +$92,175 + $68,709

$768,057

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-610-055

Original Current

OAKDALE Municipality OAKDALE

0.15 Segment Length 0.15

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

0.26 MI E OF HADLEY TO E RAMP I694

Termini 0.26 MI E OF HADLEY TO E RAMP I694

22300 Present AADT 22300

2013 Year of Count 2017

1.3 Projection Factor 1.3

28990 Projected Traffic 28990

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

2015 Latest Year SA funds 2015

1 Number of Signal Legs 1

No Special Message Special Message Code No Special Message

RECOND 082-610-013 2015 Comments RECOND 082-610-013 2015

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.15 * 4636497.97 / 60 * 25* 1.15

$333,248

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.15 * 4488 * 58.68 / 15 * 25 $65,839

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.15 * 785245.45 / 60 * 25 $49,078

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $333,248 +$65,839 + $49,078

$483,321

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Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-610-060

Original Current

OAKDALE Municipality OAKDALE

0.53 Segment Length 0.53

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

E RAMP I 694 TO 0.53 MILE EAST Termini E RAMP I 694 TO 0.53 MILE EAST

19500 Present AADT 19500

2013 Year of Count 2017

1.3 Projection Factor 1.3

25350 Projected Traffic 25350

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

2012 Latest Year SA funds 2012

5 Number of Signal Legs 5

No Special Message Special Message Code No Special Message

2012 SAP 082-610-011 M&OL Comments 2012 SAP 082-610-011 M&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

5 * 56250 / 40 * 25 $175,781

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.53 * 4636497.97 / 60 * 25* 1.15

$1,177,477

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.53 * 4488 * 58.68 / 15 * 25 $232,631

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.53 * 785245.45 / 60 * 25 $173,408

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$175,781 + $1,177,477 +$232,631 + $173,408

$1,759,297

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-610-065

Original Current

OAKDALE Municipality OAKDALE

0.3 Segment Length 0.3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

0.53 MI TO 0.83 MI EAST OF ERAMP I 694

Termini 0.53 MI TO 0.83 MI EAST OF ERAMP I 694

9900 Present AADT 10100

2013 Year of Count 2017

1.3 Projection Factor 1.3

12870 Projected Traffic 13130

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2012 Latest Year SA funds 2012

2 Number of Signal Legs 2

No Special Message Special Message Code No Special Message

2012 SAP 082-610-011 M&OL Comments 2012 SAP 082-610-011 M&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.3 * 2158029 / 60 * 25 * 1.1 $296,729

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 3564 * 58.68 / 20 * 25 $78,426

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 128139.18 / 60 * 25 $16,017

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $296,729 +$78,426 + $16,017

$461,485

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-610-068

Original Current

LAKE ELMO Municipality LAKE ELMO

0.6 Segment Length 0.6

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

0.83 MI E OF E RAMP TO I 694 TO1/3 MI EAST OF CSAH 13

Termini 0.83 MI E OF E RAMP TO I 694 TO1/3 MI EAST OF CSAH 13

9900 Present AADT 10100

2013 Year of Count 2017

1.3 Projection Factor 1.3

12870 Projected Traffic 13130

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2012 Latest Year SA funds 2012

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2012 SAP 082-610-011 M&OL Comments 2012 SAP 082-610-011 M&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.6 * 2158029 / 60 * 25 * 1.1 $593,458

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.6 * 3564 * 58.68 / 20 * 25 $156,852

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.6 * 128139.18 / 60 * 25 $32,035

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $593,458 + $156,852+ $32,035

$782,345

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-610-070

Original Current

LAKE ELMO Municipality LAKE ELMO

2.47 Segment Length 2.47

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

1/3 MI E CSAH 13 TO .31 MI E CR17B

Termini 1/3 MI E CSAH 13 TO .31 MI E CR17B

8000 Present AADT 8700

2013 Year of Count 2017

1.3 Projection Factor 1.3

10400 Projected Traffic 11310

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2000 Latest Year SA funds 2000

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

2.47 * 2158029 / 60 * 25 *1.1

$2,443,069

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.47 * 3564 * 58.68 / 20 * 25 $645,706

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.47 * 128139.18 / 60 * 25 $131,877

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $2,443,069 + $645,706+ $131,877

$3,220,652

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-610-080

Original Current

LAKE ELMO Municipality LAKE ELMO

0.7 Segment Length 0.7

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.31 MI E CR 17B TO CSAH 15 Termini 0.31 MI E CR 17B TO CSAH 15

4000 Present AADT 4350

2013 Year of Count 2017

1.3 Projection Factor 1.3

5200 Projected Traffic 5655

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

1 Number of Signal Legs 1

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

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.7 * 1152432.8 / 60 * 25 *1.1

$369,739

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.7 * 2376 * 58.68 / 20 * 25 $121,996

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.7 * 119425.3 / 60 * 25 $34,832

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $369,739 +$121,996 + $34,832

$561,723

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-610-090

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.3 Segment Length 3.3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 15 TO CSAH 21 Termini CSAH 15 TO CSAH 21

5450 Present AADT 5700

2013 Year of Count 2017

1.3 Projection Factor 1.3

7085 Projected Traffic 7410

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1997 Latest Year SA funds 1997

1 Number of Signal Legs 1

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

92756 Structure Number 92756

6.78 Milepoint 6.78

1970 Year Built 1970

STREAM Feature Crossed STREAM

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

12 Culvert Width 12

8 Culvert Height 8

79 Culvert Length 79

65.99992924 Area of Waterway Opening 65.99992924

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

3.3 * 2158029 / 60 * 25 * 1.1 $3,264,019

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.3 * 3564 * 58.68 / 20 * 25 $862,684

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.3 * 128139.18 / 60 * 25 $176,191

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

79 * 65.99992924 * 15.75 /100 * 25 * 1.15

$23,610

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

$35,156 + $3,264,019 +$862,684 + $176,191 +$23,610

$4,361,660

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-611-010

Original Current

STILLWATER Municipality STILLWATER

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 95 SERVICE LANE TO NORTHLIMITS STILLWATER

Termini TH 95 SERVICE LANE TO NORTHLIMITS STILLWATER

900 Present AADT 1150

2013 Year of Count 2017

1.3 Projection Factor 1.3

1170 Projected Traffic 1495

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

Comments 2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

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

0.1 * 615377.41 / 60 * 25 *1.1

$28,205

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2112 * 58.68 / 20 * 25 $15,492

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 30700.57 / 60 * 25 $1,279

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $28,205 + $15,492 +$1,279

$44,976

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-611-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.4 Segment Length 0.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

NORTH LIMITS STILLWATER TO0.4 MILES NORTH

Termini NORTH LIMITS STILLWATER TO0.4 MILES NORTH

1000 Present AADT 1150

2013 Year of Count 2017

1.3 Projection Factor 1.3

1300 Projected Traffic 1495

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

Comments 2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

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

0.4 * 615377.41 / 60 * 25 *1.1

$112,819

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2112 * 58.68 / 20 * 25 $61,966

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 30700.57 / 60 * 25 $5,117

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $112,819 + $61,966 +$5,117

$179,902

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-611-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.3 Segment Length 0.3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.4M TO 0.7M N OF N LSTILLWATER

Termini 0.4M TO 0.7M N OF N LSTILLWATER

1000 Present AADT 1150

2013 Year of Count 2017

1.3 Projection Factor 1.3

1300 Projected Traffic 1495

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

Comments 2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

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

0.3 * 615377.41 / 60 * 25 *1.1

$84,614

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2112 * 58.68 / 20 * 25 $46,475

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 30700.57 / 60 * 25 $3,838

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $84,614 + $46,475 +$3,838

$134,927

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-611-031

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.3 Segment Length 1.3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.7 MI NO OF NO LIM STILLWATERTO 107TH ST NO

Termini 0.7 MI NO OF NO LIM STILLWATERTO 107TH ST NO

1250 Present AADT 1150

2013 Year of Count 2017

1.3 Projection Factor 1.3

1625 Projected Traffic 1495

RURAL Design Type RURAL

3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 150 - 1499 )

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

Comments 2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

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

1.3 * 615377.41 / 60 * 25 *1.1

$366,662

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.3 * 2112 * 58.68 / 20 * 25 $201,390

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.3 * 30700.57 / 60 * 25 $16,629

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $366,662 + $201,390+ $16,629

$584,681

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-611-040

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.4 Segment Length 1.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

107TH ST NO TO SOO LINE RR Termini 107TH ST NO TO SOO LINE RR

1250 Present AADT 1150

2013 Year of Count 2017

1.3 Projection Factor 1.3

1625 Projected Traffic 1495

RURAL Design Type RURAL

3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 150 - 1499 )

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

Comments 2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

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

1.4 * 615377.41 / 60 * 25 *1.1

$394,867

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.4 * 2112 * 58.68 / 20 * 25 $216,881

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.4 * 30700.57 / 60 * 25 $17,909

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $394,867 + $216,881+ $17,909

$629,657

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-611-050

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.5 Segment Length 1.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

SOO LINE RR TO CSAH 7 Termini SOO LINE RR TO CSAH 7

325 Present AADT 480

2013 Year of Count 2017

1.3 Projection Factor 1.3

423 Projected Traffic 624

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

Comments 2008 SURFACING FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY

693086Y USDOT Number 693086Y

0.05 Located at Milepoint 0.05

1 Mainline Tracks 1

SIGNALS ONLY Protection Type SIGNALS ONLY

2008 Last Year Protection Upgraded 2008

32 Crossing Length 32

Last Year Surfaced

100% Percentage of Cost 100%

Comments

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.5 * 615377.41 / 60 * 25 *1.1

$423,072

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.5 * 2112 * 58.68 / 20 * 25 $232,373

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.5 * 30700.57 / 60 * 25 $19,188

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

275000 / 25 * 25 $275,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

32 * 1350 / 25 * 25 $43,200

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

$0 + $423,072 + $232,373+ $19,188 + $275,000 +$43,200

$992,833

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-612-009

Original Current

MAHTOMEDI Municipality MAHTOMEDI

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 244 TO MAHTOMEDI AVE. Termini TH 244 TO MAHTOMEDI AVE.

8900 Present AADT 8400

2013 Year of Count 2017

1.3 Projection Factor 1.3

11570 Projected Traffic 10920

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2001 Latest Year SA funds 2001

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

0.1 * 3394812.63 / 60 * 25 *1.15

$162,668

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 3696 * 58.68 / 15 * 25 $36,147

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 443804.26 / 60 * 25 $18,492

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $162,668 + $36,147 +$18,492

$217,307

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-612-010

Original Current

WILLERNIE Municipality WILLERNIE

0.08 Segment Length 0.08

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

MAHTOMEDI AVE TO PENWAYAVE.

Termini MAHTOMEDI AVE TO PENWAYAVE.

8900 Present AADT 8400

2013 Year of Count 2017

1.3 Projection Factor 1.3

11570 Projected Traffic 10920

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2001 Latest Year SA funds 2001

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

0.08 * 3394812.63 / 60 * 25* 1.15

$130,134

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.08 * 3696 * 58.68 / 15 * 25 $28,918

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.08 * 443804.26 / 60 * 25 $14,793

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $130,134 + $28,918 +$14,793

$173,845

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-612-020

Original Current

WILLERNIE Municipality WILLERNIE

0.2 Segment Length 0.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

PENNAY AV TO MC GREGGOR AV Termini PENNAY AV TO MC GREGGOR AV

8900 Present AADT 8400

2013 Year of Count 2017

1.3 Projection Factor 1.3

11570 Projected Traffic 10920

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2001 Latest Year SA funds 2001

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

0.2 * 3394812.63 / 60 * 25 *1.15

$325,336

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 3696 * 58.68 / 15 * 25 $72,294

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 443804.26 / 60 * 25 $36,984

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $325,336 + $72,294 +$36,984

$434,614

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-612-021

Original Current

WILLERNIE Municipality WILLERNIE

0.07 Segment Length 0.07

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

MC GREGGOR AV TO E LIMWILLERNIE

Termini MC GREGGOR AV TO E LIMWILLERNIE

8900 Present AADT 8400

2013 Year of Count 2017

1.3 Projection Factor 1.3

11570 Projected Traffic 10920

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2001 Latest Year SA funds 2001

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

0.07 * 3394812.63 / 60 * 25* 1.15

$113,868

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.07 * 3696 * 58.68 / 15 * 25 $25,303

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.07 * 443804.26 / 60 * 25 $12,944

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $113,868 + $25,303 +$12,944

$152,115

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-612-022

Original Current

MAHTOMEDI Municipality MAHTOMEDI

0.26 Segment Length 0.26

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

E LIM WILLERNIE TO 0.26 MI E Termini E LIM WILLERNIE TO 0.26 MI E

8900 Present AADT 9800

2013 Year of Count 2017

1.3 Projection Factor 1.3

11570 Projected Traffic 12740

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2001 Latest Year SA funds 2001

2 Number of Signal Legs 2

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

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.26 * 3394812.63 / 60 * 25* 1.15

$422,937

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.26 * 3696 * 58.68 / 15 * 25 $93,982

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.26 * 443804.26 / 60 * 25 $48,079

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $422,937 +$93,982 + $48,079

$635,311

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : WASHINGTON Segment Nbr : 082-612-023

Original Current

MAHTOMEDI Municipality MAHTOMEDI

0.11 Segment Length 0.11

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.26 MI E OF E LIM WILLERNIE TOE LIM MAHTOMEDI

Termini 0.26 MI E OF E LIM WILLERNIE TOE LIM MAHTOMEDI

9900 Present AADT 9800

2013 Year of Count 2017

1.3 Projection Factor 1.3

12870 Projected Traffic 12740

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2001 Latest Year SA funds 2001

0 Number of Signal Legs 1

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

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.11 * 3394812.63 / 60 * 25* 1.15

$178,935

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.11 * 3696 * 58.68 / 15 * 25 $39,762

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.11 * 443804.26 / 60 * 25 $20,341

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $178,935 +$39,762 + $20,341

$274,194

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : WASHINGTON Segment Nbr : 082-612-024

Original Current

GRANT Municipality GRANT

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

EAST LIMITS MAHTOMEDI TO 0.10MILES EAST

Termini EAST LIMITS MAHTOMEDI TO 0.10MILES EAST

9900 Present AADT 9800

2013 Year of Count 2017

1.3 Projection Factor 1.3

12870 Projected Traffic 12740

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2001 Latest Year SA funds 2001

0 Number of Signal Legs 1

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

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.1 * 2158029 / 60 * 25 * 1.1 $98,910

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 3564 * 58.68 / 20 * 25 $26,142

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 128139.18 / 60 * 25 $5,339

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $98,910 +$26,142 + $5,339

$165,547

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-612-030

Original Current

GRANT Municipality GRANT

0.4 Segment Length 0.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.10 MILES TO 0.50 MILES EASTOF EAST LIMITS MAHTOMEDI

Termini 0.10 MILES TO 0.50 MILES EASTOF EAST LIMITS MAHTOMEDI

9900 Present AADT 9800

2013 Year of Count 2017

1.3 Projection Factor 1.3

12870 Projected Traffic 12740

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2000 Latest Year SA funds 2000

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

0.4 * 2158029 / 60 * 25 * 1.1 $395,639

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 3564 * 58.68 / 20 * 25 $104,568

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 128139.18 / 60 * 25 $21,357

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $395,639 + $104,568+ $21,357

$521,564

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-612-031

Original Current

GRANT Municipality GRANT

3.3 Segment Length 3.3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.50 MI E OF E LIM MAHTOMEDITO 0.20 MI W OF CSAH 15

Termini 0.50 MI E OF E LIM MAHTOMEDITO 0.20 MI W OF CSAH 15

8100 Present AADT 9800

2013 Year of Count 2017

1.3 Projection Factor 1.3

10530 Projected Traffic 12740

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2016 Latest Year SA funds 2016

2 Number of Signal Legs 2

No Special Message Special Message Code No Special Message

2016 082-612-018 intersectionimprovement

Comments 2016 082-612-018 intersectionimprovement

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

3.3 * 2158029 / 60 * 25 * 1.1 $3,264,019

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.3 * 3564 * 58.68 / 20 * 25 $862,684

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.3 * 128139.18 / 60 * 25 $176,191

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $3,264,019 +$862,684 + $176,191

$4,373,207

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-612-032

Original Current

GRANT Municipality GRANT

0.2 Segment Length 0.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.20 MI WEST TO CSAH 15 Termini 0.20 MI WEST TO CSAH 15

8100 Present AADT 7600

2013 Year of Count 2017

1.3 Projection Factor 1.3

10530 Projected Traffic 9880

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2000 Latest Year SA funds 2000

1 Number of Signal Legs 1

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

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.2 * 2158029 / 60 * 25 * 1.1 $197,819

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 3564 * 58.68 / 20 * 25 $52,284

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 128139.18 / 60 * 25 $10,678

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $197,819 +$52,284 + $10,678

$295,937

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-612-040

Original Current

STILLWATER Municipality STILLWATER

1.84 Segment Length 1.84

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 15 TO BRICK STREET Termini CSAH 15 TO BRICK STREET

6200 Present AADT 6100

2013 Year of Count 2017

1.3 Projection Factor 1.3

8060 Projected Traffic 7930

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1976 Latest Year SA funds 1976

3 Number of Signal Legs 3

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

3 * 56250 / 40 * 25 $105,469

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.84 * 2158029 / 60 * 25 *1.1

$1,819,938

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.84 * 3564 * 58.68 / 20 * 25 $481,012

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.84 * 128139.18 / 60 * 25 $98,240

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$105,469 + $1,819,938 +$481,012 + $98,240

$2,504,659

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-612-050

Original Current

STILLWATER Municipality STILLWATER

0.34 Segment Length 0.34

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

BRICK ST TO OWENS STREET Termini BRICK ST TO OWENS STREET

6500 Present AADT 6300

2013 Year of Count 2017

1.3 Projection Factor 1.3

8450 Projected Traffic 8190

URBAN Design Type URBAN

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

1976 Latest Year SA funds 1976

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

0.34 * 2601112.92 / 60 * 25* 1.15

$423,765

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.34 * 2904 * 58.68 / 15 * 25 $96,564

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.34 * 435721.45 / 60 * 25 $61,727

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $423,765 + $96,564 +$61,727

$582,056

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-613-095

Original Current

COTTAGE GROVE Municipality COTTAGE GROVE

0.25 Segment Length 0.25

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 22 TO 0.25 MI. N. Termini CSAH 22 TO 0.25 MI. N.

6000 Present AADT 6800

2013 Year of Count 2017

1.3 Projection Factor 1.3

7800 Projected Traffic 8840

URBAN Design Type URBAN

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

2003 Latest Year SA funds 2003

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

CONSTRUCTED IN 2003 Comments CONSTRUCTED IN 2003

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

0.25 * 2601112.92 / 60 * 25* 1.15

$311,592

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.25 * 2904 * 58.68 / 15 * 25 $71,003

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.25 * 435721.45 / 60 * 25 $45,388

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $311,592 + $71,003 +$45,388

$427,983

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-613-100

Original Current

COTTAGE GROVE Municipality COTTAGE GROVE

0.7 Segment Length 0.7

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

0.25 MI. N. OF CSAH 22 TO N.COTTAGE GROVE LIMITS

Termini 0.25 MI. N. OF CSAH 22 TO N.COTTAGE GROVE LIMITS

6800 Present AADT 6800

2013 Year of Count 2017

1.3 Projection Factor 1.3

8840 Projected Traffic 8840

URBAN Design Type URBAN

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

2003 Latest Year SA funds 2003

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

CONSTRUCTED IN 2003 Comments CONSTRUCTED IN 2003

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

0.7 * 2601112.92 / 60 * 25 *1.15

$872,457

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.7 * 2904 * 58.68 / 15 * 25 $198,808

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.7 * 435721.45 / 60 * 25 $127,085

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $872,457 + $198,808+ $127,085

$1,198,350

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-613-105

Original Current

WOODBURY Municipality WOODBURY

0.86 Segment Length 0.86

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

S. LIM. WOODBURY TO 0.17 MI. N.OF CSAH 20

Termini S. LIM. WOODBURY TO 0.17 MI. N.OF CSAH 20

6800 Present AADT 6800

2013 Year of Count 2017

1.3 Projection Factor 1.3

8840 Projected Traffic 8840

URBAN Design Type URBAN

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

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

SB APPROVED MILEAGESEGMENT

Special Message Code SB APPROVED MILEAGESEGMENT

2014 SAP 082-613-032, 082-620-010INTERSECTION IMPROVEMENT,ROUNDABOUT

2013 SAP 082-613-030 RC&OL

CONTRACT LET 12-16-03 FOR2004 CONSTRUCTION

Comments 2014 SAP 082-613-032, 082-620-010INTERSECTION IMPROVEMENT,ROUNDABOUT

2013 SAP 082-613-030 RC&OL

CONTRACT LET 12-16-03 FOR2004 CONSTRUCTION

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

0.86 * 2601112.92 / 60 * 25* 1.15

$1,071,875

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.86 * 2904 * 58.68 / 15 * 25 $244,250

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.86 * 435721.45 / 60 * 25 $156,134

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,071,875 + $244,250+ $156,134

$1,472,259

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-613-110

Original Current

WOODBURY Municipality WOODBURY

1.19 Segment Length 1.19

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.17 MI. N. OF CSAH 20 TO CSAH18

Termini 0.17 MI. N. OF CSAH 20 TO CSAH18

8300 Present AADT 9900

2013 Year of Count 2017

1.3 Projection Factor 1.3

10790 Projected Traffic 12870

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2013 Latest Year SA funds 2013

2 Number of Signal Legs 2

SB APPROVED MILEAGESEGMENT

Special Message Code SB APPROVED MILEAGESEGMENT

2013 SAP 082-613-030 RC&OL

2013 SAP 082-613-029 RECONST

Comments 2013 SAP 082-613-030 RC&OL

2013 SAP 082-613-029 RECONST

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.19 * 2158029 / 60 * 25 *1.1

$1,177,025

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.19 * 3564 * 58.68 / 20 * 25 $311,089

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.19 * 128139.18 / 60 * 25 $63,536

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $1,177,025 +$311,089 + $63,536

$1,621,963

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-613-112

Original Current

WOODBURY Municipality WOODBURY

0.9 Segment Length 0.9

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

CSAH 18 TO 0.10 M S OF LAKE RD. Termini CSAH 18 TO 0.10 M S OF LAKE RD.

9200 Present AADT 9100

2013 Year of Count 2017

1.3 Projection Factor 1.3

11960 Projected Traffic 11830

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2007 Latest Year SA funds 2007

2 Number of Signal Legs 2

SB APPROVED MILEAGESEGMENT

Special Message Code SB APPROVED MILEAGESEGMENT

CHANGED PROPOSEDROADBED/SURFACE WIDTH TOMAX ALLOWED BY DESIGNCHART. SL 3/11/08 SP 82-613-21

Comments CHANGED PROPOSEDROADBED/SURFACE WIDTH TOMAX ALLOWED BY DESIGNCHART. SL 3/11/08 SP 82-613-21

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.9 * 3394812.63 / 60 * 25 *1.15

$1,464,013

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.9 * 3696 * 58.68 / 15 * 25 $325,322

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.9 * 443804.26 / 60 * 25 $166,427

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $1,464,013 +$325,322 + $166,427

$2,026,075

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-613-115

Original Current

WOODBURY Municipality WOODBURY

0.2 Segment Length 0.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

0.10 M S TO 0.10 M N OF LAKEROAD

Termini 0.10 M S TO 0.10 M N OF LAKEROAD

12200 Present AADT 13400

2013 Year of Count 2017

1.3 Projection Factor 1.3

15860 Projected Traffic 17420

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2007 Latest Year SA funds 2007

2 Number of Signal Legs 2

SB APPROVED MILEAGESEGMENT

Special Message Code SB APPROVED MILEAGESEGMENT

REVISED PROPOSED ROADBEDAND SURFACE WIDTH TO MAXALLOWED BY DESIGN CHART. SL3/13/08 SP 82-613-21

Comments REVISED PROPOSED ROADBEDAND SURFACE WIDTH TO MAXALLOWED BY DESIGN CHART. SL3/13/08 SP 82-613-21

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.2 * 3394812.63 / 60 * 25 *1.15

$325,336

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 3696 * 58.68 / 15 * 25 $72,294

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 443804.26 / 60 * 25 $36,984

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $325,336 +$72,294 + $36,984

$504,927

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-613-120

Original Current

WOODBURY Municipality WOODBURY

0.68 Segment Length 0.68

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

0.10 MI. N. OF LAKE RD. TOPIONEER DR.

Termini 0.10 MI. N. OF LAKE RD. TOPIONEER DR.

12200 Present AADT 13400

2013 Year of Count 2017

1.3 Projection Factor 1.3

15860 Projected Traffic 17420

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2007 Latest Year SA funds 2007

1 Number of Signal Legs 1

SB APPROVED MILEAGESEGMENT

Special Message Code SB APPROVED MILEAGESEGMENT

CHANGED ROADBED ANDSURFACE WIDTH TO EXISTINGWIDTH AS THIS SEGMENT ISADEQUATE. SL 3/13/08 SP 82-613-21

Comments CHANGED ROADBED ANDSURFACE WIDTH TO EXISTINGWIDTH AS THIS SEGMENT ISADEQUATE. SL 3/13/08 SP 82-613-21

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.68 * 3394812.63 / 60 * 25* 1.15

$1,106,143

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.68 * 3696 * 58.68 / 15 * 25 $245,799

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.68 * 443804.26 / 60 * 25 $125,745

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $1,106,143 +$245,799 + $125,745

$1,512,843

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-613-121

Original Current

WOODBURY Municipality WOODBURY

0.38 Segment Length 0.38

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

PIONEER DR. TO CSAH 16 Termini PIONEER DR. TO CSAH 16

19000 Present AADT 18000

2013 Year of Count 2017

1.3 Projection Factor 1.3

24700 Projected Traffic 23400

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2000 Latest Year SA funds 2000

4 Number of Signal Legs 4

SB APPROVED MILEAGESEGMENT

Special Message Code SB APPROVED MILEAGESEGMENT

2010 DONE UNDER SAP 82-613-028

Comments 2010 DONE UNDER SAP 82-613-028

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

4 * 56250 / 40 * 25 $140,625

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.38 * 2158029 / 60 * 25 *1.1

$375,857

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.38 * 3564 * 58.68 / 20 * 25 $99,339

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.38 * 128139.18 / 60 * 25 $20,289

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$140,625 + $375,857 +$99,339 + $20,289

$636,110

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-613-122

Original Current

WOODBURY Municipality WOODBURY

0.2 Segment Length 0.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

CSAH 16 TO 0.20 MI. N. Termini CSAH 16 TO 0.20 MI. N.

24100 Present AADT 24600

2013 Year of Count 2017

1.3 Projection Factor 1.3

31330 Projected Traffic 31980

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1991 Latest Year SA funds 1991

3 Number of Signal Legs 3

No Special Message Special Message Code No Special Message

2010 DONE UNDER SAP 82-613-028

Comments 2010 DONE UNDER SAP 82-613-028

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

3 * 56250 / 40 * 25 $105,469

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.2 * 2158029 / 60 * 25 * 1.1 $197,819

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 3564 * 58.68 / 20 * 25 $52,284

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 128139.18 / 60 * 25 $10,678

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$105,469 + $197,819 +$52,284 + $10,678

$366,250

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-613-123

Original Current

WOODBURY Municipality WOODBURY

1.09 Segment Length 1.09

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

0.20 MI. N. OF CSAH 16 TO 071MI.S. OF FAI 94

Termini 0.20 MI. N. OF CSAH 16 TO 071MI.S. OF FAI 94

24100 Present AADT 24600

2013 Year of Count 2017

1.3 Projection Factor 1.3

31330 Projected Traffic 31980

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

1991 Latest Year SA funds 1991

6 Number of Signal Legs 6

No Special Message Special Message Code No Special Message

SURF 2008 FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

Comments SURF 2008 FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

6 * 56250 / 40 * 25 $210,938

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.09 * 4636497.97 / 60 * 25* 1.15

$2,421,604

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.09 * 4488 * 58.68 / 15 * 25 $478,430

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.09 * 785245.45 / 60 * 25 $356,632

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$210,938 + $2,421,604 +$478,430 + $356,632

$3,467,604

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Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-613-124

Original Current

WOODBURY Municipality WOODBURY

0.71 Segment Length 0.71

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

6 Existing Surface Lanes 6

DIVIDED Existing Lane Description DIVIDED

0.71 MI SO FAI 94 TO S LIM LAKEELMO

Termini 0.71 MI SO FAI 94 TO S LIM LAKEELMO

36500 Present AADT 36000

2013 Year of Count 2017

1.3 Projection Factor 1.3

47450 Projected Traffic 46800

URBAN Design Type URBAN

8 - URBAN : 35000 - 999991 Design Group 8 ( URBAN : 35000 - 999991 )

2015 Latest Year SA funds 2015

6 Number of Signal Legs 6

No Special Message Special Message Code No Special Message

2015 082-613-034 SIGNALIMPROVEMENTS

2005 GRADING WIDENEDSEGMENT FROM 4 TO 6 LANES-NOT COMPLETE GRADING

82' MAX PROPOSED ROAD WIDTHFOR ADEQUATE SEGMENT. 4/3/06SL

Comments 2015 082-613-034 SIGNALIMPROVEMENTS

2005 GRADING WIDENEDSEGMENT FROM 4 TO 6 LANES-NOT COMPLETE GRADING

82' MAX PROPOSED ROAD WIDTHFOR ADEQUATE SEGMENT. 4/3/06SL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

6 * 56250 / 40 * 25 $210,938

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.71 * 4712551.56 / 60 * 25* 1

$1,394,130

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.71 * 6072 * 58.68 / 5 * 25 $1,264,883

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.71 * 204249.54 / 60 * 25 $60,424

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$210,938 + $1,394,130 +$1,264,883 + $60,424

$2,930,375

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-613-125

Original Current

LAKE ELMO Municipality LAKE ELMO

1.28 Segment Length 1.28

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

S LIMS LAKE ELMO TO 0.27 MI NOF CSAH 10

Termini S LIMS LAKE ELMO TO 0.27 MI NOF CSAH 10

17300 Present AADT 19300

2013 Year of Count 2017

1.3 Projection Factor 1.3

22490 Projected Traffic 25090

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2002 Latest Year SA funds 2002

6 Number of Signal Legs 6

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

6 * 56250 / 40 * 25 $210,938

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.28 * 2158029 / 60 * 25 *1.1

$1,266,044

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.28 * 3564 * 58.68 / 20 * 25 $334,617

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.28 * 128139.18 / 60 * 25 $68,341

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$210,938 + $1,266,044 +$334,617 + $68,341

$1,879,940

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-613-130

Original Current

LAKE ELMO Municipality LAKE ELMO

0.73 Segment Length 0.73

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.27 MI N OF CSAH 10 TO 1.00 MI NOF CSAH 10

Termini 0.27 MI N OF CSAH 10 TO 1.00 MI NOF CSAH 10

8400 Present AADT 8000

2013 Year of Count 2017

1.3 Projection Factor 1.3

10920 Projected Traffic 10400

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1996 Latest Year SA funds 1996

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

0.73 * 2158029 / 60 * 25 *1.1

$722,041

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.73 * 3564 * 58.68 / 20 * 25 $190,836

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.73 * 128139.18 / 60 * 25 $38,976

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $722,041 + $190,836+ $38,976

$951,853

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-613-131

Original Current

LAKE ELMO Municipality LAKE ELMO

1 Segment Length 1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

1.0 MI N OF CSAH 10 TO E JCTCSAH 6

Termini 1.0 MI N OF CSAH 10 TO E JCTCSAH 6

6800 Present AADT 7300

2013 Year of Count 2017

1.3 Projection Factor 1.3

8840 Projected Traffic 9490

URBAN Design Type URBAN

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

1996 Latest Year SA funds 1996

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

1 * 2601112.92 / 60 * 25 *1.15

$1,246,367

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2904 * 58.68 / 15 * 25 $284,011

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 435721.45 / 60 * 25 $181,551

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,246,367 + $284,011+ $181,551

$1,711,929

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-613-135

Original Current

OAKDALE Municipality OAKDALE

0.31 Segment Length 0.31

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W JCT CSAH 6 TO 0.13 M S OFCSAH 14

Termini W JCT CSAH 6 TO 0.13 M S OFCSAH 14

5200 Present AADT 5000

2013 Year of Count 2017

1.3 Projection Factor 1.3

6760 Projected Traffic 6500

RURAL Design Type RURAL

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

2001 Latest Year SA funds 2001

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

0.31 * 1152432.8 / 60 * 25 *1.1

$163,741

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.31 * 2376 * 58.68 / 20 * 25 $54,027

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.31 * 119425.3 / 60 * 25 $15,426

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $163,741 + $54,027 +$15,426

$233,194

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : WASHINGTON Segment Nbr : 082-613-140

Original Current

OAKDALE Municipality OAKDALE

0.13 Segment Length 0.13

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.13 M S TO CSAH 14 Termini 0.13 M S TO CSAH 14

5200 Present AADT 5000

2013 Year of Count 2017

1.3 Projection Factor 1.3

6760 Projected Traffic 6500

RURAL Design Type RURAL

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

1997 Latest Year SA funds 1997

1 Number of Signal Legs 1

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: New

Original Current

UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD

183804T USDOT Number 183804T

8.51 Located at Milepoint 8.51

Mainline Tracks

SIGNALS & GATES Protection Type SIGNALS & GATES

2017 Last Year Protection Upgraded 2017

56 Crossing Length 56

2017 Last Year Surfaced 2017

100% Percentage of Cost 100%

Comments

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.13 * 1152432.8 / 60 * 25 *1.1

$68,666

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.13 * 2376 * 58.68 / 20 * 25 $22,656

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.13 * 119425.3 / 60 * 25 $6,469

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

325000 / 25 * 25 $325,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

56 * 1350 / 25 * 25 $75,600

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

$35,156 + $68,666 +$22,656 + $6,469 +$325,000 + $75,600

$533,547

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-613-145

Original Current

OAKDALE Municipality OAKDALE

0.28 Segment Length 0.28

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

CSAH 14 TO 0.28 M N Termini CSAH 14 TO 0.28 M N

3650 Present AADT 3850

2013 Year of Count 2017

1.3 Projection Factor 1.3

4745 Projected Traffic 5005

URBAN Design Type URBAN

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

1997 Latest Year SA funds 1997

1 Number of Signal Legs 1

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

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.28 * 2601112.92 / 60 * 25* 1.15

$348,983

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.28 * 2904 * 58.68 / 15 * 25 $79,523

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.28 * 435721.45 / 60 * 25 $50,834

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $348,983 +$79,523 + $50,834

$514,496

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-613-150

Original Current

OAKDALE Municipality OAKDALE

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

DIVIDED Existing Lane Description DIVIDED

0.28 M TO 0.38 M N OF CSAH 14 Termini 0.28 M TO 0.38 M N OF CSAH 14

3650 Present AADT 3850

2013 Year of Count 2017

1.3 Projection Factor 1.3

4745 Projected Traffic 5005

RURAL Design Type RURAL

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

1997 Latest Year SA funds 1997

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

0.1 * 1152432.8 / 60 * 25 *1.1

$52,820

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2376 * 58.68 / 20 * 25 $17,428

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 119425.3 / 60 * 25 $4,976

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $52,820 + $17,428 +$4,976

$75,224

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-613-151

Original Current

OAKDALE Municipality OAKDALE

0.21 Segment Length 0.21

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.38 M N OF CSAH 14 TO N LIMSOAKDALE

Termini 0.38 M N OF CSAH 14 TO N LIMSOAKDALE

3650 Present AADT 3850

2013 Year of Count 2017

1.3 Projection Factor 1.3

4745 Projected Traffic 5005

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

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

0.21 * 1152432.8 / 60 * 25 *1.1

$110,922

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.21 * 2376 * 58.68 / 20 * 25 $36,599

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.21 * 119425.3 / 60 * 25 $10,450

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $110,922 + $36,599 +$10,450

$157,971

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-613-152

Original Current

LAKE ELMO Municipality LAKE ELMO

0.29 Segment Length 0.29

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

N LIMS OAKDALE TO HIDDEN BAYTRAIL

Termini N LIMS OAKDALE TO HIDDEN BAYTRAIL

2700 Present AADT 2750

2013 Year of Count 2017

1.3 Projection Factor 1.3

3510 Projected Traffic 3575

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

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

0.29 * 1152432.8 / 60 * 25 *1.1

$153,178

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.29 * 2376 * 58.68 / 20 * 25 $50,541

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.29 * 119425.3 / 60 * 25 $14,431

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $153,178 + $50,541 +$14,431

$218,150

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-613-153

Original Current

LAKE ELMO Municipality LAKE ELMO

0.78 Segment Length 0.78

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

HIDDEN BAY TRAIL TO CSAH 35 Termini HIDDEN BAY TRAIL TO CSAH 35

2700 Present AADT 2750

2013 Year of Count 2017

1.3 Projection Factor 1.3

3510 Projected Traffic 3575

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

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

0.78 * 1152432.8 / 60 * 25 *1.1

$411,995

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.78 * 2376 * 58.68 / 20 * 25 $135,938

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.78 * 119425.3 / 60 * 25 $38,813

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $411,995 + $135,938+ $38,813

$586,746

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-614-004

Original Current

OAKDALE Municipality OAKDALE

1.98 Segment Length 1.98

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

TH 120 TO IDEAL AVE N Termini TH 120 TO IDEAL AVE N

16900 Present AADT 18300

0 Year of Count 2017

1.3 Projection Factor 1.3

21970 Projected Traffic 23790

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

0 Latest Year SA funds 0

12 Number of Signal Legs 12

THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS

"OLD" TH 5 TURNBACK, 2015 Comments "OLD" TH 5 TURNBACK, 2015

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

12 * 56250 / 40 * 25 $421,875

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.98 * 2158029 / 60 * 25 *1.1

$1,958,411

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.98 * 3564 * 58.68 / 20 * 25 $517,610

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.98 * 128139.18 / 60 * 25 $105,715

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$421,875 + $1,958,411 +$517,610 + $105,715

$3,003,611

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-614-006

Original Current

LAKE ELMO Municipality LAKE ELMO

1.01 Segment Length 1.01

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

IDEAL AVE N TO JAMACA AVE N Termini IDEAL AVE N TO JAMACA AVE N

11000 Present AADT 10500

0 Year of Count 2017

1.3 Projection Factor 1.3

14300 Projected Traffic 13650

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

0 Latest Year SA funds 0

1 Number of Signal Legs 1

THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS

"OLD TH 5 TURNBACK, 2015 Comments "OLD TH 5 TURNBACK, 2015

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.01 * 2158029 / 60 * 25 *1.1

$998,988

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.01 * 3564 * 58.68 / 20 * 25 $264,034

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.01 * 128139.18 / 60 * 25 $53,925

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $998,988 +$264,034 + $53,925

$1,352,103

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Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-614-008

Original Current

LAKE ELMO Municipality LAKE ELMO

3.18 Segment Length 3.18

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

JAMACA AVE N TO MANNING AVEN

Termini JAMACA AVE N TO MANNING AVEN

12800 Present AADT 11600

0 Year of Count 2017

1.3 Projection Factor 1.3

16640 Projected Traffic 15080

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

0 Latest Year SA funds 0

5 Number of Signal Legs 5

THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS

"OLD" TH 5 TURNBACK, 2015 Comments "OLD" TH 5 TURNBACK, 2015

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

5 * 56250 / 40 * 25 $175,781

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

3.18 * 2158029 / 60 * 25 *1.1

$3,145,327

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.18 * 3564 * 58.68 / 20 * 25 $831,314

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.18 * 128139.18 / 60 * 25 $169,784

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$175,781 + $3,145,327 +$831,314 + $169,784

$4,322,206

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Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-614-010

Original Current

LAKE ELMO Municipality LAKE ELMO

0.21 Segment Length 0.21

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

STILLWATER BLVD N TO CSAH 15 Termini STILLWATER BLVD N TO CSAH 15

12100 Present AADT 12800

2013 Year of Count 2017

1.3 Projection Factor 1.3

15730 Projected Traffic 16640

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1982 Latest Year SA funds 1982

1 Number of Signal Legs 1

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

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.21 * 2158029 / 60 * 25 *1.1

$207,710

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.21 * 3564 * 58.68 / 20 * 25 $54,898

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.21 * 128139.18 / 60 * 25 $11,212

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $207,710 +$54,898 + $11,212

$308,976

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Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-614-011

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.2 Segment Length 0.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 15 TO 0.18 MI E Termini CSAH 15 TO 0.18 MI E

3450 Present AADT 3850

2013 Year of Count 2017

1.3 Projection Factor 1.3

4485 Projected Traffic 5005

RURAL Design Type RURAL

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

2012 Latest Year SA funds 2012

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2012 SAP 082-614-010 Comments 2012 SAP 082-614-010

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

0.2 * 1152432.8 / 60 * 25 *1.1

$105,640

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 2376 * 58.68 / 20 * 25 $34,856

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 119425.3 / 60 * 25 $9,952

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $105,640 + $34,856 +$9,952

$150,448

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Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-614-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.8 Segment Length 1.8

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.18 MI E CSAH 15 TO CR 65 Termini 0.18 MI E CSAH 15 TO CR 65

3450 Present AADT 3850

2013 Year of Count 2017

1.3 Projection Factor 1.3

4485 Projected Traffic 5005

RURAL Design Type RURAL

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

2012 Latest Year SA funds 2012

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2012 SAP 082-614-010 Comments 2012 SAP 082-614-010

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD

183817U USDOT Number 183817U

1.02 Located at Milepoint 1.02

1 Mainline Tracks 1

SIGNALS ONLY Protection Type SIGNALS ONLY

Last Year Protection Upgraded

147 Crossing Length 147

Last Year Surfaced

100% Percentage of Cost 100%

Comments

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.8 * 1152432.8 / 60 * 25 *1.1

$950,757

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.8 * 2376 * 58.68 / 20 * 25 $313,703

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.8 * 119425.3 / 60 * 25 $89,569

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

275000 / 25 * 25 $275,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

147 * 1350 / 25 * 25 $198,450

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

$0 + $950,757 + $313,703+ $89,569 + $275,000 +$198,450

$1,827,479

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-614-021

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.7 Segment Length 0.7

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CO RD 65 TO 0.35 M S OF CSAH 24 Termini CO RD 65 TO 0.35 M S OF CSAH 24

4000 Present AADT 3650

2013 Year of Count 2017

1.3 Projection Factor 1.3

5200 Projected Traffic 4745

RURAL Design Type RURAL

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

2012 Latest Year SA funds 2012

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2012 SAP 082-614-010 Comments 2012 SAP 082-614-010

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

0.7 * 1152432.8 / 60 * 25 *1.1

$369,739

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.7 * 2376 * 58.68 / 20 * 25 $121,996

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.7 * 119425.3 / 60 * 25 $34,832

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $369,739 + $121,996+ $34,832

$526,567

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-614-025

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.3 Segment Length 0.3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.30 M S TO CSAH 24 Termini 0.30 M S TO CSAH 24

4000 Present AADT 3650

2013 Year of Count 2017

1.3 Projection Factor 1.3

5200 Projected Traffic 4745

RURAL Design Type RURAL

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

1996 Latest Year SA funds 1996

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD

183821J USDOT Number 183821J

0.3 Located at Milepoint 0.3

10 Mainline Tracks 10

SIGNALS ONLY Protection Type SIGNALS ONLY

1998 Last Year Protection Upgraded 1998

57 Crossing Length 57

Last Year Surfaced

100% Percentage of Cost 100%

Comments

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

0.3 * 1152432.8 / 60 * 25 *1.1

$158,460

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2376 * 58.68 / 20 * 25 $52,284

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 119425.3 / 60 * 25 $14,928

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

275000 / 25 * 25 $275,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

57 * 1350 / 25 * 25 $76,950

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

$0 + $158,460 + $52,284 +$14,928 + $275,000 +$76,950

$577,622

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-614-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

3 Existing Surface Lanes 3

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 24 TO 0.10 M E Termini CSAH 24 TO 0.10 M E

5800 Present AADT 5600

2013 Year of Count 2017

1.3 Projection Factor 1.3

7540 Projected Traffic 7280

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1996 Latest Year SA funds 1996

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

0.1 * 2158029 / 60 * 25 * 1.1 $98,910

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 3564 * 58.68 / 20 * 25 $26,142

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 128139.18 / 60 * 25 $5,339

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $98,910 + $26,142 +$5,339

$130,391

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-614-031

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.2 Segment Length 0.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.10 M E TO 0.3 M E OF CSAH 24 Termini 0.10 M E TO 0.3 M E OF CSAH 24

5800 Present AADT 5600

2013 Year of Count 2017

1.3 Projection Factor 1.3

7540 Projected Traffic 7280

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1996 Latest Year SA funds 1996

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

0.2 * 2158029 / 60 * 25 * 1.1 $197,819

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 3564 * 58.68 / 20 * 25 $52,284

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 128139.18 / 60 * 25 $10,678

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $197,819 + $52,284 +$10,678

$260,781

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-614-032

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.2 Segment Length 0.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.3 MI E OF CSAH 24 TO CSAH 21 Termini 0.3 MI E OF CSAH 24 TO CSAH 21

5800 Present AADT 5600

2013 Year of Count 2017

1.3 Projection Factor 1.3

7540 Projected Traffic 7280

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1996 Latest Year SA funds 1996

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

NOTE THAT SEGMENTS 030 AND031 HAVE A TRAFFICPROJECTION FACTOR OF 2.4.THESE THREE SEGMENTS MUSTHAVE THE SAME FACTOR.

Comments NOTE THAT SEGMENTS 030 AND031 HAVE A TRAFFICPROJECTION FACTOR OF 2.4.THESE THREE SEGMENTS MUSTHAVE THE SAME FACTOR.

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

0.2 * 2158029 / 60 * 25 * 1.1 $197,819

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 3564 * 58.68 / 20 * 25 $52,284

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 128139.18 / 60 * 25 $10,678

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $197,819 + $52,284 +$10,678

$260,781

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-614-040

Original Current

BAYPORT Municipality BAYPORT

0.09 Segment Length 0.09

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 21 TO 0.09 MI E Termini CSAH 21 TO 0.09 MI E

2200 Present AADT 1950

2013 Year of Count 2017

1.3 Projection Factor 1.3

2860 Projected Traffic 2535

RURAL Design Type RURAL

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

1983 Latest Year SA funds 1983

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2008 SURF FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

Comments 2008 SURF FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

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

0.09 * 1152432.8 / 60 * 25 *1.1

$47,538

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.09 * 2376 * 58.68 / 20 * 25 $15,685

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.09 * 119425.3 / 60 * 25 $4,478

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $47,538 + $15,685 +$4,478

$67,701

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-614-041

Original Current

BAYPORT Municipality BAYPORT

0.06 Segment Length 0.06

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.09 MI TO 0.15 M E OF CSAH 21 Termini 0.09 MI TO 0.15 M E OF CSAH 21

2200 Present AADT 1950

2013 Year of Count 2017

1.3 Projection Factor 1.3

2860 Projected Traffic 2535

URBAN Design Type URBAN

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

1983 Latest Year SA funds 1983

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2008 SURF FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

Comments 2008 SURF FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

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

0.06 * 2601112.92 / 60 * 25* 1.15

$74,782

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.06 * 2904 * 58.68 / 15 * 25 $17,041

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.06 * 435721.45 / 60 * 25 $10,893

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $74,782 + $17,041 +$10,893

$102,716

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-614-050

Original Current

BAYPORT Municipality BAYPORT

0.22 Segment Length 0.22

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.16 M TO 0.38 M W OF CSAH 21 Termini 0.16 M TO 0.38 M W OF CSAH 21

2200 Present AADT 1950

2013 Year of Count 2017

1.3 Projection Factor 1.3

2860 Projected Traffic 2535

URBAN Design Type URBAN

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

1983 Latest Year SA funds 1983

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2008 SURF FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

Comments 2008 SURF FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

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

0.22 * 2601112.92 / 60 * 25* 1.15

$274,201

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.22 * 2904 * 58.68 / 15 * 25 $62,482

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.22 * 435721.45 / 60 * 25 $39,941

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $274,201 + $62,482 +$39,941

$376,624

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-614-051

Original Current

BAYPORT Municipality BAYPORT

0.15 Segment Length 0.15

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.38 MI W OF CSAH 21 TO CSAH 28 Termini 0.38 MI W OF CSAH 21 TO CSAH 28

2200 Present AADT 1950

2013 Year of Count 2017

1.3 Projection Factor 1.3

2860 Projected Traffic 2535

URBAN Design Type URBAN

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

1983 Latest Year SA funds 1983

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2008 SURF FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

Comments 2008 SURF FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

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

0.15 * 2601112.92 / 60 * 25* 1.15

$186,955

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.15 * 2904 * 58.68 / 15 * 25 $42,602

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.15 * 435721.45 / 60 * 25 $27,233

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $186,955 + $42,602 +$27,233

$256,790

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-614-060

Original Current

BAYPORT Municipality BAYPORT

0.18 Segment Length 0.18

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 28 TO TH 95 Termini CSAH 28 TO TH 95

2200 Present AADT 1900

2013 Year of Count 2017

1.3 Projection Factor 1.3

2860 Projected Traffic 2470

URBAN Design Type URBAN

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

1983 Latest Year SA funds 1983

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2008 SURF FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

Comments 2008 SURF FUNDED WITHCOUNTY LEVY AND WHEELAGETAX FUNDS. MPK 4/27/09

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

0.18 * 2601112.92 / 60 * 25* 1.15

$224,346

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.18 * 2904 * 58.68 / 15 * 25 $51,122

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.18 * 435721.45 / 60 * 25 $32,679

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $224,346 + $51,122 +$32,679

$308,147

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-031

Original Current

LAKE ELMO Municipality LAKE ELMO

0.12 Segment Length 0.12

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

NO RAMPS OF FAI 94 TO NOFRONTAGE RD

Termini NO RAMPS OF FAI 94 TO NOFRONTAGE RD

15000 Present AADT 16200

2013 Year of Count 2017

1.3 Projection Factor 1.3

19500 Projected Traffic 21060

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 20000 - 34999 )

1998 Latest Year SA funds 1998

1 Number of Signal Legs 1

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

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.12 * 4636497.97 / 60 * 25* 1.15

$266,599

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.12 * 4488 * 58.68 / 15 * 25 $52,671

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.12 * 785245.45 / 60 * 25 $39,262

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $266,599 +$52,671 + $39,262

$393,688

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-032

Original Current

LAKE ELMO Municipality LAKE ELMO

0.8 Segment Length 0.8

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

NO. FRONTAGE RD. TO CSAH 10 Termini NO. FRONTAGE RD. TO CSAH 10

15000 Present AADT 16200

2013 Year of Count 2017

1.3 Projection Factor 1.3

19500 Projected Traffic 21060

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 20000 - 34999 )

1998 Latest Year SA funds 1998

3 Number of Signal Legs 3

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

3 * 56250 / 40 * 25 $105,469

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.8 * 4636497.97 / 60 * 25 *1.15

$1,777,324

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.8 * 4488 * 58.68 / 15 * 25 $351,141

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.8 * 785245.45 / 60 * 25 $261,748

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$105,469 + $1,777,324 +$351,141 + $261,748

$2,495,682

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-040

Original Current

LAKE ELMO Municipality LAKE ELMO

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

CSAH 10 TO E. LIM. LAKE ELMO Termini CSAH 10 TO E. LIM. LAKE ELMO

11300 Present AADT 11400

2013 Year of Count 2017

1.3 Projection Factor 1.3

14690 Projected Traffic 14820

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

1998 Latest Year SA funds 1998

1 Number of Signal Legs 1

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

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.1 * 3394812.63 / 60 * 25 *1.15

$162,668

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 3696 * 58.68 / 15 * 25 $36,147

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 443804.26 / 60 * 25 $18,492

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $162,668 +$36,147 + $18,492

$252,463

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-050

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.6 Segment Length 1.6

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

E LIM LK ELMO TO E LIM LK ELMOOUTSIDE

Termini E LIM LK ELMO TO E LIM LK ELMOOUTSIDE

11300 Present AADT 11400

2013 Year of Count 2017

1.3 Projection Factor 1.3

14690 Projected Traffic 14820

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1987 Latest Year SA funds 1987

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

1.6 * 2158029 / 60 * 25 * 1.1 $1,582,555

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.6 * 3564 * 58.68 / 20 * 25 $418,271

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.6 * 128139.18 / 60 * 25 $85,426

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,582,555 + $418,271+ $85,426

$2,086,252

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-060

Original Current

LAKE ELMO Municipality LAKE ELMO

1.12 Segment Length 1.12

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

E LIM LK ELMO TO CNW RR Termini E LIM LK ELMO TO CNW RR

11300 Present AADT 13900

2013 Year of Count 2017

1.3 Projection Factor 1.3

14690 Projected Traffic 18070

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1987 Latest Year SA funds 1987

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD

183815F USDOT Number 183815F

1.12 Located at Milepoint 1.12

1 Mainline Tracks 1

SIGNALS ONLY Protection Type SIGNALS ONLY

2005 Last Year Protection Upgraded 2005

48 Crossing Length 48

Last Year Surfaced

100% Percentage of Cost 100%

Comments

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.12 * 2158029 / 60 * 25 *1.1

$1,107,788

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.12 * 3564 * 58.68 / 20 * 25 $292,790

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.12 * 128139.18 / 60 * 25 $59,798

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

275000 / 25 * 25 $275,000

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 + $1,107,788 + $292,790+ $59,798 + $275,000 +$64,800

$1,800,176

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-061

Original Current

LAKE ELMO Municipality LAKE ELMO

0.33 Segment Length 0.33

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

UNION PACIFIC RR TO CSAH 14 Termini UNION PACIFIC RR TO CSAH 14

13400 Present AADT 13900

2013 Year of Count 2017

1.3 Projection Factor 1.3

17420 Projected Traffic 18070

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1982 Latest Year SA funds 1982

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

0.33 * 2158029 / 60 * 25 *1.1

$326,402

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.33 * 3564 * 58.68 / 20 * 25 $86,268

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.33 * 128139.18 / 60 * 25 $17,619

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $326,402 + $86,268 +$17,619

$430,289

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : WASHINGTON Segment Nbr : 082-615-063

Original Current

LAKE ELMO Municipality LAKE ELMO

1.41 Segment Length 1.41

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

MANNING AVE N TO 55TH ST N Termini MANNING AVE N TO 55TH ST N

22800 Present AADT 23300

0 Year of Count 2017

1.3 Projection Factor 1.3

29640 Projected Traffic 30290

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

0 Latest Year SA funds 2017

1 Number of Signal Legs 3

THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS

"OLD" TH 5 TURNBACK, 2015 Comments "OLD" TH 5 TURNBACK, 2015

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

3 * 56250 / 40 * 25 $105,469

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.41 * 2158029 / 60 * 25 *1.1

$1,394,626

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.41 * 3564 * 58.68 / 20 * 25 $368,601

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.41 * 128139.18 / 60 * 25 $75,282

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$105,469 + $1,394,626 +$368,601 + $75,282

$1,943,978

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-065

Original Current

OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS

0.33 Segment Length 0.33

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

55TH ST N TO 58TH ST N Termini 55TH ST N TO 58TH ST N

22800 Present AADT 23300

0 Year of Count 2017

1.3 Projection Factor 1.3

29640 Projected Traffic 30290

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

0 Latest Year SA funds 0

1 Number of Signal Legs 1

THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS

"OLD" TH 5 TURNBACK, 2015 Comments "OLD" TH 5 TURNBACK, 2015

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.33 * 2158029 / 60 * 25 *1.1

$326,402

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.33 * 3564 * 58.68 / 20 * 25 $86,268

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.33 * 128139.18 / 60 * 25 $17,619

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $326,402 +$86,268 + $17,619

$465,445

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-067

Original Current

OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS

0.39 Segment Length 0.39

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

NOT DIVIDED Existing Lane Description NOT DIVIDED

58TH ST N TO TH 36 Termini 58TH ST N TO TH 36

22800 Present AADT 23300

Year of Count 2017

1.3 Projection Factor 1.3

29640 Projected Traffic 30290

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

1900 Latest Year SA funds 1900

4 Number of Signal Legs 4

THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS

"OLD" TH 5 TURNBACK, 2015 Comments "OLD" TH 5 TURNBACK, 2015

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

4 * 56250 / 40 * 25 $140,625

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.39 * 4636497.97 / 60 * 25* 1.15

$866,446

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.39 * 4488 * 58.68 / 15 * 25 $171,181

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.39 * 785245.45 / 60 * 25 $127,602

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$140,625 + $866,446 +$171,181 + $127,602

$1,305,854

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-068

Original Current

GRANT Municipality GRANT

0.76 Segment Length 0.76

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

TH 36 TO 0.76 MI. NORTH Termini TH 36 TO 0.76 MI. NORTH

15900 Present AADT 16800

2013 Year of Count 2017

1.3 Projection Factor 1.3

20670 Projected Traffic 21840

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

2008 Latest Year SA funds 2008

1 Number of Signal Legs 1

No Special Message Special Message Code No Special Message

WORK DONE UNDER SAP 82-615-20

Comments WORK DONE UNDER SAP 82-615-20

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.76 * 4636497.97 / 60 * 25* 1.15

$1,688,458

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.76 * 4488 * 58.68 / 15 * 25 $333,584

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.76 * 785245.45 / 60 * 25 $248,661

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $1,688,458 +$333,584 + $248,661

$2,305,859

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-070

Original Current

STILLWATER Municipality STILLWATER

0.16 Segment Length 0.16

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

0.76 MI. NO OF TH 36 TO 0.92 MI. N.OF TH 36

Termini 0.76 MI. NO OF TH 36 TO 0.92 MI. N.OF TH 36

15900 Present AADT 16800

2013 Year of Count 2017

1.3 Projection Factor 1.3

20670 Projected Traffic 21840

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

2008 Latest Year SA funds 2008

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

WORK DONE UNDER SAP 82-615-20

Comments WORK DONE UNDER SAP 82-615-20

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

0.16 * 4636497.97 / 60 * 25* 1.15

$355,465

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.16 * 4488 * 58.68 / 15 * 25 $70,228

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.16 * 785245.45 / 60 * 25 $52,350

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $355,465 + $70,228 +$52,350

$478,043

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-072

Original Current

GRANT Municipality GRANT

0.16 Segment Length 0.16

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

0.92 MI. N. OF TH 36 TO N LIMITSSTILLWATER

Termini 0.92 MI. N. OF TH 36 TO N LIMITSSTILLWATER

15900 Present AADT 16800

2013 Year of Count 2017

1.3 Projection Factor 1.3

20670 Projected Traffic 21840

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

2008 Latest Year SA funds 2008

2 Number of Signal Legs 2

No Special Message Special Message Code No Special Message

WORK DONE UNDER SAP 82-615-20

Comments WORK DONE UNDER SAP 82-615-20

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.16 * 4636497.97 / 60 * 25* 1.15

$355,465

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.16 * 4488 * 58.68 / 15 * 25 $70,228

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.16 * 785245.45 / 60 * 25 $52,350

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $355,465 +$70,228 + $52,350

$548,356

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-074

Original Current

GRANT Municipality GRANT

0.14 Segment Length 0.14

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

N TO S LIMS STILLWATER(OUTSIDE)

Termini N TO S LIMS STILLWATER(OUTSIDE)

15900 Present AADT 16800

2013 Year of Count 2017

1.3 Projection Factor 1.3

20670 Projected Traffic 21840

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

2008 Latest Year SA funds 2008

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

WORK DONE UNDER SAP 82-615-20

Comments WORK DONE UNDER SAP 82-615-20

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

0.14 * 4636497.97 / 60 * 25* 1.15

$311,032

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.14 * 4488 * 58.68 / 15 * 25 $61,450

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.14 * 785245.45 / 60 * 25 $45,806

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $311,032 + $61,450 +$45,806

$418,288

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-076

Original Current

STILLWATER Municipality STILLWATER

0.14 Segment Length 0.14

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

S LIMS STILLWATER TO 0.14 M SOF CSAH 12

Termini S LIMS STILLWATER TO 0.14 M SOF CSAH 12

15900 Present AADT 16800

2013 Year of Count 2017

1.3 Projection Factor 1.3

20670 Projected Traffic 21840

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

2008 Latest Year SA funds 2008

2 Number of Signal Legs 2

No Special Message Special Message Code No Special Message

WORK DONE UNDER SAP 82-615-20

Comments WORK DONE UNDER SAP 82-615-20

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.14 * 4636497.97 / 60 * 25* 1.15

$311,032

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.14 * 4488 * 58.68 / 15 * 25 $61,450

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.14 * 785245.45 / 60 * 25 $45,806

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $311,032 +$61,450 + $45,806

$488,601

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-078

Original Current

GRANT Municipality GRANT

0.2 Segment Length 0.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

0.14 M S TO 0.06 M N CSAH 12 Termini 0.14 M S TO 0.06 M N CSAH 12

15900 Present AADT 16800

2013 Year of Count 2017

1.3 Projection Factor 1.3

20670 Projected Traffic 21840

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

2008 Latest Year SA funds 2008

2 Number of Signal Legs 2

No Special Message Special Message Code No Special Message

WORK DONE UNDER SAP 82-615-20

Comments WORK DONE UNDER SAP 82-615-20

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.2 * 4636497.97 / 60 * 25 *1.15

$444,331

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 4488 * 58.68 / 15 * 25 $87,785

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 785245.45 / 60 * 25 $65,437

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $444,331 +$87,785 + $65,437

$667,866

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-080

Original Current

GRANT Municipality GRANT

0.44 Segment Length 0.44

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.06 M N CSAH 12 TO 80TH ST NO Termini 0.06 M N CSAH 12 TO 80TH ST NO

14100 Present AADT 15100

2013 Year of Count 2017

1.3 Projection Factor 1.3

18330 Projected Traffic 19630

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2008 Latest Year SA funds 2008

1 Number of Signal Legs 1

No Special Message Special Message Code No Special Message

WORK DONE UNDER SAP 82-615-20

Comments WORK DONE UNDER SAP 82-615-20

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.44 * 2158029 / 60 * 25 *1.1

$435,203

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.44 * 3564 * 58.68 / 20 * 25 $115,025

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.44 * 128139.18 / 60 * 25 $23,492

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $435,203 +$115,025 + $23,492

$608,876

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-090

Original Current

GRANT Municipality GRANT

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

80TH ST NO TO 0.2 MI SO OF TH 96 Termini 80TH ST NO TO 0.2 MI SO OF TH 96

14100 Present AADT 15100

2013 Year of Count 2017

1.3 Projection Factor 1.3

18330 Projected Traffic 19630

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2000 Latest Year SA funds 2000

1 Number of Signal Legs 1

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

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.8 * 2158029 / 60 * 25 * 1.1 $791,277

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.8 * 3564 * 58.68 / 20 * 25 $209,136

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.8 * 128139.18 / 60 * 25 $42,713

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $791,277 +$209,136 + $42,713

$1,078,282

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-100

Original Current

GRANT Municipality GRANT

0.2 Segment Length 0.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.2 MI S TO TH 96 Termini 0.2 MI S TO TH 96

11100 Present AADT 12000

2013 Year of Count 2017

1.3 Projection Factor 1.3

14430 Projected Traffic 15600

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 082-615-026 roundabout at TH96

Comments 2016 082-615-026 roundabout at TH96

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

0.2 * 2158029 / 60 * 25 * 1.1 $197,819

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 3564 * 58.68 / 20 * 25 $52,284

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 128139.18 / 60 * 25 $10,678

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $197,819 + $52,284 +$10,678

$260,781

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-110

Original Current

GRANT Municipality GRANT

1.9 Segment Length 1.9

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 96 TO CO RD 68 Termini TH 96 TO CO RD 68

7600 Present AADT 6800

2013 Year of Count 2017

1.3 Projection Factor 1.3

9880 Projected Traffic 8840

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1989 Latest Year SA funds 1989

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

1.9 * 2158029 / 60 * 25 * 1.1 $1,879,284

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.9 * 3564 * 58.68 / 20 * 25 $496,697

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.9 * 128139.18 / 60 * 25 $101,444

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,879,284 + $496,697+ $101,444

$2,477,425

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-120

Original Current

GRANT Municipality GRANT

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CO RD 68 TO 0.10 MI NO Termini CO RD 68 TO 0.10 MI NO

6500 Present AADT 6500

2013 Year of Count 2017

1.3 Projection Factor 1.3

8450 Projected Traffic 8450

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2000 Latest Year SA funds 2000

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

0.1 * 2158029 / 60 * 25 * 1.1 $98,910

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 3564 * 58.68 / 20 * 25 $26,142

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 128139.18 / 60 * 25 $5,339

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $98,910 + $26,142 +$5,339

$130,391

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-125

Original Current

GRANT Municipality GRANT

1.2 Segment Length 1.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.10 M N OF CO RD 68 TO N LIMSGRANT

Termini 0.10 M N OF CO RD 68 TO N LIMSGRANT

6500 Present AADT 6500

2013 Year of Count 2017

1.3 Projection Factor 1.3

8450 Projected Traffic 8450

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2000 Latest Year SA funds 2000

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

1.2 * 2158029 / 60 * 25 * 1.1 $1,186,916

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.2 * 3564 * 58.68 / 20 * 25 $313,703

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.2 * 128139.18 / 60 * 25 $64,070

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,186,916 + $313,703+ $64,070

$1,564,689

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-130

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.4 Segment Length 0.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

N LIMS GRANT TO SO JCT CSAH 7 Termini N LIMS GRANT TO SO JCT CSAH 7

6500 Present AADT 6500

2013 Year of Count 2017

1.3 Projection Factor 1.3

8450 Projected Traffic 8450

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2002 Latest Year SA funds 2002

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY

693092C USDOT Number 693092C

0.35 Located at Milepoint 0.35

1 Mainline Tracks 1

SIGNALS ONLY Protection Type SIGNALS ONLY

2003 Last Year Protection Upgraded 2003

64 Crossing Length 64

2003 Last Year Surfaced 2003

100% Percentage of Cost 100%

Comments

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

0.4 * 2158029 / 60 * 25 * 1.1 $395,639

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 3564 * 58.68 / 20 * 25 $104,568

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 128139.18 / 60 * 25 $21,357

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

275000 / 25 * 25 $275,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

64 * 1350 / 25 * 25 $86,400

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

$0 + $395,639 + $104,568+ $21,357 + $275,000 +$86,400

$882,964

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-131

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.3 Segment Length 0.3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

SO JCT CSAH 7 TO NO JCT CSAH7

Termini SO JCT CSAH 7 TO NO JCT CSAH7

6500 Present AADT 6500

2013 Year of Count 2017

1.3 Projection Factor 1.3

8450 Projected Traffic 8450

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2002 Latest Year SA funds 2002

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

0.3 * 2158029 / 60 * 25 * 1.1 $296,729

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 3564 * 58.68 / 20 * 25 $78,426

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 128139.18 / 60 * 25 $16,017

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $296,729 + $78,426 +$16,017

$391,172

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Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-140

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3 Segment Length 3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

NO JCT CSAH 7 TO 155TH ST NO Termini NO JCT CSAH 7 TO 155TH ST NO

4700 Present AADT 4950

2013 Year of Count 2017

1.3 Projection Factor 1.3

6110 Projected Traffic 6435

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY

691438V USDOT Number 691438V

0.1 Located at Milepoint 0.1

1 Mainline Tracks 1

SIGNALS ONLY Protection Type SIGNALS ONLY

2003 Last Year Protection Upgraded 2003

80 Crossing Length 80

Last Year Surfaced

100% Percentage of Cost 100%

Comments

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

3 * 1152432.8 / 60 * 25 * 1.1 $1,584,595

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3 * 2376 * 58.68 / 20 * 25 $522,839

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3 * 119425.3 / 60 * 25 $149,282

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

275000 / 25 * 25 $275,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

80 * 1350 / 25 * 25 $108,000

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

$0 + $1,584,595 + $522,839+ $149,282 + $275,000 +$108,000

$2,639,716

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Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-150

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.6 Segment Length 1.6

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

155TH ST NO TO CSAH 4 Termini 155TH ST NO TO CSAH 4

4700 Present AADT 4950

2013 Year of Count 2017

1.3 Projection Factor 1.3

6110 Projected Traffic 6435

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

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

1.6 * 1152432.8 / 60 * 25 *1.1

$845,117

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.6 * 2376 * 58.68 / 20 * 25 $278,847

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.6 * 119425.3 / 60 * 25 $79,617

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $845,117 + $278,847+ $79,617

$1,203,581

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-160

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1 Segment Length 1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 4 TO 180TH Termini CSAH 4 TO 180TH

3950 Present AADT 3800

2013 Year of Count 2017

1.3 Projection Factor 1.3

5135 Projected Traffic 4940

RURAL Design Type RURAL

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

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 082-615-030 intersectionimprovement at park entr.

Comments 2016 082-615-030 intersectionimprovement at park entr.

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

1 * 1152432.8 / 60 * 25 * 1.1 $528,198

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2376 * 58.68 / 20 * 25 $174,280

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 119425.3 / 60 * 25 $49,761

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $528,198 + $174,280+ $49,761

$752,239

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Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-165

Original Current

SCANDIA Municipality SCANDIA

3.2 Segment Length 3.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

180TH TO TH 97 Termini 180TH TO TH 97

3950 Present AADT 3800

2013 Year of Count 2017

1.3 Projection Factor 1.3

5135 Projected Traffic 4940

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

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

3.2 * 1152432.8 / 60 * 25 *1.1

$1,690,235

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.2 * 2376 * 58.68 / 20 * 25 $557,695

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.2 * 119425.3 / 60 * 25 $159,234

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,690,235 + $557,695+ $159,234

$2,407,164

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-615-170

Original Current

SCANDIA Municipality SCANDIA

3 Segment Length 3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 97 TO NORTH COUNTY LINE Termini TH 97 TO NORTH COUNTY LINE

2300 Present AADT 2700

2013 Year of Count 2017

1.3 Projection Factor 1.3

2990 Projected Traffic 3510

RURAL Design Type RURAL

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

0 Latest Year SA funds 0

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

NEW EXTENSION -COMMISSIONER ORDER #91449

Comments NEW EXTENSION -COMMISSIONER ORDER #91449

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

3 * 1152432.8 / 60 * 25 * 1.1 $1,584,595

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3 * 2376 * 58.68 / 20 * 25 $522,839

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3 * 119425.3 / 60 * 25 $149,282

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,584,595 + $522,839+ $149,282

$2,256,716

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-616-007

Original Current

WOODBURY Municipality WOODBURY

0.55 Segment Length 0.55

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

CSAH 25 TO 0.55 MI. EAST Termini CSAH 25 TO 0.55 MI. EAST

11200 Present AADT 11500

2013 Year of Count 2017

1.3 Projection Factor 1.3

14560 Projected Traffic 14950

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2008 Latest Year SA funds 2008

1 Number of Signal Legs 1

THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS

TH 120 TURNBACK

2008 WORK DONE UNDERSAP 82-616-16 CTB

Comments TH 120 TURNBACK

2008 WORK DONE UNDERSAP 82-616-16 CTB

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.55 * 3394812.63 / 60 * 25* 1.15

$894,675

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.55 * 3696 * 58.68 / 15 * 25 $198,808

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.55 * 443804.26 / 60 * 25 $101,705

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $894,675 +$198,808 + $101,705

$1,230,344

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-616-008

Original Current

WOODBURY Municipality WOODBURY

0.31 Segment Length 0.31

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.55 MI. E. OF CSAH 25 TO E.RAMP FAI 494

Termini 0.55 MI. E. OF CSAH 25 TO E.RAMP FAI 494

34900 Present AADT 38500

2013 Year of Count 2017

1.3 Projection Factor 1.3

45370 Projected Traffic 50050

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

0 Latest Year SA funds 0

5 Number of Signal Legs 5

THTB-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS

Special Message Code THTB-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS

TH 120 TURNBACK Comments TH 120 TURNBACK

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

5 * 56250 / 40 * 25 $175,781

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.31 * 2158029 / 60 * 25 *1.1

$306,620

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.31 * 3564 * 58.68 / 20 * 25 $81,040

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.31 * 128139.18 / 60 * 25 $16,551

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$175,781 + $306,620 +$81,040 + $16,551

$579,992

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-616-010

Original Current

WOODBURY Municipality WOODBURY

0.69 Segment Length 0.69

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

E RAMP FAI 494 TO BIELENBERGDR

Termini E RAMP FAI 494 TO BIELENBERGDR

34900 Present AADT 26000

2013 Year of Count 2017

1.3 Projection Factor 1.3

45370 Projected Traffic 33800

URBAN Design Type URBAN

8 - URBAN : 35000 - 999991 Design Group 8 ( URBAN : 20000 - 34999 )

1991 Latest Year SA funds 1991

8 Number of Signal Legs 8

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

8 * 56250 / 40 * 25 $281,250

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.69 * 4636497.97 / 60 * 25* 1.15

$1,532,942

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.69 * 4488 * 58.68 / 15 * 25 $302,859

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.69 * 785245.45 / 60 * 25 $225,758

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$281,250 + $1,532,942 +$302,859 + $225,758

$2,342,809

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-616-020

Original Current

WOODBURY Municipality WOODBURY

0.58 Segment Length 0.58

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

BIELENBERG DRIVE TO TOWERDRIVE

Termini BIELENBERG DRIVE TO TOWERDRIVE

23400 Present AADT 24500

2013 Year of Count 2017

1.3 Projection Factor 1.3

30420 Projected Traffic 31850

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1994 Latest Year SA funds 1994

2 Number of Signal Legs 2

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

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.58 * 2158029 / 60 * 25 *1.1

$573,676

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.58 * 3564 * 58.68 / 20 * 25 $151,623

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.58 * 128139.18 / 60 * 25 $30,967

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $573,676 +$151,623 + $30,967

$826,579

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-616-021

Original Current

WOODBURY Municipality WOODBURY

0.3 Segment Length 0.3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

TOWER DRIVE TO 0.2 MI. W. OFCSAH 13

Termini TOWER DRIVE TO 0.2 MI. W. OFCSAH 13

23400 Present AADT 24500

2013 Year of Count 2017

1.3 Projection Factor 1.3

30420 Projected Traffic 31850

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1970 Latest Year SA funds 1970

1 Number of Signal Legs 1

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

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.3 * 2158029 / 60 * 25 * 1.1 $296,729

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 3564 * 58.68 / 20 * 25 $78,426

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 128139.18 / 60 * 25 $16,017

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $296,729 +$78,426 + $16,017

$426,328

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-616-022

Original Current

WOODBURY Municipality WOODBURY

0.7 Segment Length 0.7

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

0.2 MI. W. OF CSAH 13 TO 0.5 MI.E. OF CSAH 13

Termini 0.2 MI. W. OF CSAH 13 TO 0.5 MI.E. OF CSAH 13

23600 Present AADT 24500

2013 Year of Count 2017

1.3 Projection Factor 1.3

30680 Projected Traffic 31850

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

1991 Latest Year SA funds 1991

4 Number of Signal Legs 4

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

4 * 56250 / 40 * 25 $140,625

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.7 * 4636497.97 / 60 * 25 *1.15

$1,555,159

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.7 * 4488 * 58.68 / 15 * 25 $307,248

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.7 * 785245.45 / 60 * 25 $229,030

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$140,625 + $1,555,159 +$307,248 + $229,030

$2,232,062

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-616-030

Original Current

WOODBURY Municipality WOODBURY

0.97 Segment Length 0.97

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

0.5 MI. E. OF CSAH 13 TO CSAH 19 Termini 0.5 MI. E. OF CSAH 13 TO CSAH 19

19100 Present AADT 22100

2013 Year of Count 2017

1.3 Projection Factor 1.3

24830 Projected Traffic 28730

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

1997 Latest Year SA funds 1997

5 Number of Signal Legs 5

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

82J05 Structure Number 82J05

3.711 Milepoint 3.711

1997 Year Built 1997

BIKE TRAIL Feature Crossed BIKE TRAIL

OTHER Type of Service OTHER

1 Number of Barrels 1

12 Culvert Width 12

9 Culvert Height 9

165 Culvert Length 165

108 Area of Waterway Opening 108

100% Shared Structure 100%

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

1 Culvert Group Code 1

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

5 * 56250 / 40 * 25 $175,781

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.97 * 4636497.97 / 60 * 25* 1.15

$2,155,006

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.97 * 4488 * 58.68 / 15 * 25 $425,759

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.97 * 785245.45 / 60 * 25 $317,370

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

165 * 108 * 15.75 / 100 * 25* 1.15

$80,691

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

$175,781 + $2,155,006 +$425,759 + $317,370 +$80,691

$3,154,607

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-617-010

Original Current

LAKE ELMO Municipality LAKE ELMO

1 Segment Length 1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 10 TO 20TH ST. N. Termini CSAH 10 TO 20TH ST. N.

4200 Present AADT 4200

2013 Year of Count 2017

1.3 Projection Factor 1.3

5460 Projected Traffic 5460

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

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

1 * 1152432.8 / 60 * 25 * 1.1 $528,198

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2376 * 58.68 / 20 * 25 $174,280

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 119425.3 / 60 * 25 $49,761

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $528,198 + $174,280+ $49,761

$752,239

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-617-020

Original Current

LAKE ELMO Municipality LAKE ELMO

0.79 Segment Length 0.79

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

20TH ST NO TO 0.79 MI NO Termini 20TH ST NO TO 0.79 MI NO

3500 Present AADT 3150

2013 Year of Count 2017

1.3 Projection Factor 1.3

4550 Projected Traffic 4095

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

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

0.79 * 1152432.8 / 60 * 25 *1.1

$417,277

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.79 * 2376 * 58.68 / 20 * 25 $137,681

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.79 * 119425.3 / 60 * 25 $39,311

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $417,277 + $137,681+ $39,311

$594,269

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-617-030

Original Current

LAKE ELMO Municipality LAKE ELMO

0.19 Segment Length 0.19

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.79 MI NO 20TH ST N TO 30TH STN

Termini 0.79 MI NO 20TH ST N TO 30TH STN

3500 Present AADT 3150

2013 Year of Count 2017

1.3 Projection Factor 1.3

4550 Projected Traffic 4095

URBAN Design Type URBAN

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

2000 Latest Year SA funds 2000

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

0.19 * 2601112.92 / 60 * 25* 1.15

$236,810

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.19 * 2904 * 58.68 / 15 * 25 $53,962

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.19 * 435721.45 / 60 * 25 $34,495

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $236,810 + $53,962 +$34,495

$325,267

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-617-040

Original Current

LAKE ELMO Municipality LAKE ELMO

0.51 Segment Length 0.51

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

30TH ST N TO CNW RR Termini 30TH ST N TO CNW RR

4500 Present AADT 3250

2013 Year of Count 2017

1.3 Projection Factor 1.3

5850 Projected Traffic 4225

URBAN Design Type URBAN

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

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 082-617-012 micro-surface Comments 2016 082-617-012 micro-surface

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

0.51 * 2601112.92 / 60 * 25* 1.15

$635,647

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.51 * 2904 * 58.68 / 15 * 25 $144,846

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.51 * 435721.45 / 60 * 25 $92,591

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $635,647 + $144,846+ $92,591

$873,084

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-617-050

Original Current

LAKE ELMO Municipality LAKE ELMO

0.26 Segment Length 0.26

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CNW RR TO E JCT CSAH 14 Termini CNW RR TO E JCT CSAH 14

4400 Present AADT 4150

2013 Year of Count 2017

1.3 Projection Factor 1.3

5720 Projected Traffic 5395

URBAN Design Type URBAN

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

2016 Latest Year SA funds 2016

1 Number of Signal Legs 1

No Special Message Special Message Code No Special Message

2016 082-617-013 reconstruct Comments 2016 082-617-013 reconstruct

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD

183812K USDOT Number 183812K

2.45 Located at Milepoint 2.45

1 Mainline Tracks 1

SIGNALS & GATES Protection Type SIGNALS & GATES

2009 Last Year Protection Upgraded 2009

48 Crossing Length 48

Last Year Surfaced

100% Percentage of Cost 100%

Comments

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.26 * 2601112.92 / 60 * 25* 1.15

$324,055

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.26 * 2904 * 58.68 / 15 * 25 $73,843

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.26 * 435721.45 / 60 * 25 $47,203

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

325000 / 25 * 25 $325,000

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

$35,156 + $324,055 +$73,843 + $47,203 +$325,000 + $64,800

$870,057

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-617-060

Original Current

LAKE ELMO Municipality LAKE ELMO

0.11 Segment Length 0.11

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W JCT CSAH 14 TO 0.11 MI NO Termini W JCT CSAH 14 TO 0.11 MI NO

4200 Present AADT 4600

2013 Year of Count 2017

1.3 Projection Factor 1.3

5460 Projected Traffic 5980

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

1 Number of Signal Legs 1

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

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.11 * 1152432.8 / 60 * 25 *1.1

$58,102

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.11 * 2376 * 58.68 / 20 * 25 $19,171

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.11 * 119425.3 / 60 * 25 $5,474

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $58,102 +$19,171 + $5,474

$117,903

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-617-070

Original Current

LAKE ELMO Municipality LAKE ELMO

2.29 Segment Length 2.29

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.11 MI NO CSAH 14 TO TH 36 Termini 0.11 MI NO CSAH 14 TO TH 36

4200 Present AADT 4600

2013 Year of Count 2017

1.3 Projection Factor 1.3

5460 Projected Traffic 5980

RURAL Design Type RURAL

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

2016 Latest Year SA funds 2016

1 Number of Signal Legs 1

No Special Message Special Message Code No Special Message

2016 082-617-012 micro-surface Comments 2016 082-617-012 micro-surface

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

2.29 * 1152432.8 / 60 * 25 *1.1

$1,209,574

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.29 * 2376 * 58.68 / 20 * 25 $399,100

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.29 * 119425.3 / 60 * 25 $113,952

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $1,209,574 +$399,100 + $113,952

$1,757,782

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-617-080

Original Current

GRANT Municipality GRANT

1.52 Segment Length 1.52

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 36 TO CSAH 12 Termini TH 36 TO CSAH 12

4700 Present AADT 4950

2013 Year of Count 2017

1.3 Projection Factor 1.3

6110 Projected Traffic 6435

RURAL Design Type RURAL

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

2016 Latest Year SA funds 2016

2 Number of Signal Legs 2

SB APPROVED MILEAGESEGMENT

Special Message Code SB APPROVED MILEAGESEGMENT

2016 082-617-010 intersectionimprovement; 2016 082-617-012micro-surface

Comments 2016 082-617-010 intersectionimprovement; 2016 082-617-012micro-surface

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.52 * 1152432.8 / 60 * 25 *1.1

$802,862

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.52 * 2376 * 58.68 / 20 * 25 $264,905

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.52 * 119425.3 / 60 * 25 $75,636

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $802,862 +$264,905 + $75,636

$1,213,716

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-618-010

Original Current

NEWPORT Municipality NEWPORT

0.18 Segment Length 0.18

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 20 TO 0.18 MI E Termini CSAH 20 TO 0.18 MI E

8700 Present AADT 11200

2013 Year of Count 2017

1.3 Projection Factor 1.3

11310 Projected Traffic 14560

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

1966 Latest Year SA funds 1966

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

0.18 * 3394812.63 / 60 * 25* 1.15

$292,803

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.18 * 3696 * 58.68 / 15 * 25 $65,064

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.18 * 443804.26 / 60 * 25 $33,285

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $292,803 + $65,064 +$33,285

$391,152

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-618-011

Original Current

NEWPORT Municipality NEWPORT

0.44 Segment Length 0.44

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.18 MI NE CSAH 20 TO EAST LIMSNEWPORT

Termini 0.18 MI NE CSAH 20 TO EAST LIMSNEWPORT

8700 Present AADT 11200

2013 Year of Count 2017

1.3 Projection Factor 1.3

11310 Projected Traffic 14560

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1992 Latest Year SA funds 1992

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

0.44 * 2158029 / 60 * 25 *1.1

$435,203

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.44 * 3564 * 58.68 / 20 * 25 $115,025

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.44 * 128139.18 / 60 * 25 $23,492

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $435,203 + $115,025+ $23,492

$573,720

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-618-012

Original Current

WOODBURY Municipality WOODBURY

0.7 Segment Length 0.7

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

EAST LIMS NEWPORT TO 0.7 MI E Termini EAST LIMS NEWPORT TO 0.7 MI E

8700 Present AADT 11200

2013 Year of Count 2017

1.3 Projection Factor 1.3

11310 Projected Traffic 14560

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1992 Latest Year SA funds 1992

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

0.7 * 2158029 / 60 * 25 * 1.1 $692,368

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.7 * 3564 * 58.68 / 20 * 25 $182,994

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.7 * 128139.18 / 60 * 25 $37,374

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $692,368 + $182,994+ $37,374

$912,736

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-618-013

Original Current

WOODBURY Municipality WOODBURY

0.34 Segment Length 0.34

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.70 MI E TO 1.04 MI E OF E LIMSNEWPORT

Termini 0.70 MI E TO 1.04 MI E OF E LIMSNEWPORT

9300 Present AADT 12000

2013 Year of Count 2017

1.3 Projection Factor 1.3

12090 Projected Traffic 15600

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2013 Latest Year SA funds 2013

2 Number of Signal Legs 2

No Special Message Special Message Code No Special Message

2013 SAP 082-618-020 SIGNAL @WOODLANE DR

Comments 2013 SAP 082-618-020 SIGNAL @WOODLANE DR

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.34 * 2158029 / 60 * 25 *1.1

$336,293

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.34 * 3564 * 58.68 / 20 * 25 $88,883

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.34 * 128139.18 / 60 * 25 $18,153

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $336,293 +$88,883 + $18,153

$513,642

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-618-020

Original Current

WOODBURY Municipality WOODBURY

0.75 Segment Length 0.75

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

1.04 MI E OF E LIMS NEWPORT TOCSAH 13

Termini 1.04 MI E OF E LIMS NEWPORT TOCSAH 13

9300 Present AADT 12000

2013 Year of Count 2017

1.3 Projection Factor 1.3

12090 Projected Traffic 15600

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1992 Latest Year SA funds 1992

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

0.75 * 2158029 / 60 * 25 *1.1

$741,822

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.75 * 3564 * 58.68 / 20 * 25 $196,065

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.75 * 128139.18 / 60 * 25 $40,043

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $741,822 + $196,065+ $40,043

$977,930

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-618-021

Original Current

WOODBURY Municipality WOODBURY

1 Segment Length 1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 13 TO MILE DRIVE Termini CSAH 13 TO MILE DRIVE

9700 Present AADT 11900

2013 Year of Count 2017

1.3 Projection Factor 1.3

12610 Projected Traffic 15470

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1975 Latest Year SA funds 1975

2 Number of Signal Legs 2

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

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1 * 2158029 / 60 * 25 * 1.1 $989,097

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 3564 * 58.68 / 20 * 25 $261,419

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 128139.18 / 60 * 25 $53,391

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $989,097 +$261,419 + $53,391

$1,374,220

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-618-025

Original Current

WOODBURY Municipality WOODBURY

1 Segment Length 1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

MILE DRIVE TO CSAH 19 Termini MILE DRIVE TO CSAH 19

8100 Present AADT 9100

2013 Year of Count 2017

1.3 Projection Factor 1.3

10530 Projected Traffic 11830

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1994 Latest Year SA funds 1994

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

1 * 2158029 / 60 * 25 * 1.1 $989,097

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 3564 * 58.68 / 20 * 25 $261,419

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 128139.18 / 60 * 25 $53,391

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $989,097 + $261,419+ $53,391

$1,303,907

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-618-030

Original Current

WOODBURY Municipality WOODBURY

2 Segment Length 2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 19 TO TH 95 Termini CSAH 19 TO TH 95

7600 Present AADT 8600

2013 Year of Count 2017

1.3 Projection Factor 1.3

9880 Projected Traffic 11180

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2012 Latest Year SA funds 2012

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

OVERLAY WORK DONE UNDERSAP 82-618-017

Comments OVERLAY WORK DONE UNDERSAP 82-618-017

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

2 * 2158029 / 60 * 25 * 1.1 $1,978,193

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2 * 3564 * 58.68 / 20 * 25 $522,839

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2 * 128139.18 / 60 * 25 $106,783

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,978,193 + $522,839+ $106,783

$2,607,815

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-618-040

Original Current

AFTON Municipality AFTON

3.98 Segment Length 3.98

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 95 TO 0.27 MI W OF S JCTCSAH 21

Termini TH 95 TO 0.27 MI W OF S JCTCSAH 21

2450 Present AADT 2450

2013 Year of Count 2017

1.3 Projection Factor 1.3

3185 Projected Traffic 3185

RURAL Design Type RURAL

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

2009 Latest Year SA funds 2009

0 Number of Signal Legs 0

THTB-NOT ELIGIBLE FOR TBFUNDS

Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS

CONSTRUCTED 2009 SAP 82-618-11

Comments CONSTRUCTED 2009 SAP 82-618-11

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

3.98 * 1152432.8 / 60 * 25 *1.1

$2,102,229

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.98 * 2376 * 58.68 / 20 * 25 $693,633

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.98 * 119425.3 / 60 * 25 $198,047

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $2,102,229 + $693,633+ $198,047

$2,993,909

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-618-050

Original Current

AFTON Municipality AFTON

0.27 Segment Length 0.27

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.27 MI W TO S JCT CSAH 21 Termini 0.27 MI W TO S JCT CSAH 21

1750 Present AADT 1750

2013 Year of Count 2017

1.3 Projection Factor 1.3

2275 Projected Traffic 2275

RURAL Design Type RURAL

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

2009 Latest Year SA funds 2009

0 Number of Signal Legs 0

THTB-NOT ELIGIBLE FOR TBFUNDS

Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS

CONSTRUCTED 2009 SAP 82-618-11

Comments CONSTRUCTED 2009 SAP 82-618-11

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

0.27 * 1152432.8 / 60 * 25 *1.1

$142,614

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.27 * 2376 * 58.68 / 20 * 25 $47,055

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.27 * 119425.3 / 60 * 25 $13,435

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $142,614 + $47,055 +$13,435

$203,104

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-618-060

Original Current

AFTON Municipality AFTON

0.93 Segment Length 0.93

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S. JCT. CSAH 21 TO E. LIM. AFTON Termini S. JCT. CSAH 21 TO E. LIM. AFTON

1750 Present AADT 3000

2013 Year of Count 2017

1.3 Projection Factor 1.3

2275 Projected Traffic 3900

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

THTB-NOT ELIGIBLE FOR TBFUNDS

Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS

SURFACED WITH LOCAL FUNDS Comments SURFACED WITH LOCAL FUNDS

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

82517 Structure Number 82517

11.296 Milepoint 11.296

2008 Year Built 2008

VALLEY CREEK Feature Crossed VALLEY CREEK

Type of Service

0 Number of Spans 0

195.4 Bridge Length 195.4

43.833 Bridge Width 43.833

100% Shared Structure 100%

SAP 082-618-08, UPDATED TO BRLOG INFO, JP

Comments SAP 082-618-08, UPDATED TO BRLOG INFO, JP

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

Culvert Information Status: Original

Original Current

90741 Structure Number 90741

10.749 Milepoint 10.749

1925 Year Built 1925

STREAM Feature Crossed STREAM

Type of Service

1 Number of Barrels 1

10 Culvert Width 10

4 Culvert Height 4

35 Culvert Length 35

39.99972879 Area of Waterway Opening 39.99972879

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

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Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.93 * 1152432.8 / 60 * 25 *1.1

$491,224

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.93 * 2376 * 58.68 / 20 * 25 $162,080

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.93 * 119425.3 / 60 * 25 $46,277

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

195.4 * 43.833 * 146 / 80 *25 * 1.15

$449,393

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

35 * 39.99972879 * 15.75 /100 * 25 * 1.15

$6,339

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

$0 + $491,224 + $162,080+ $46,277 + $449,393 +$6,339

$1,155,313

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-618-070

Original Current

ST MARYS POINT Municipality ST MARYS POINT

0.04 Segment Length 0.04

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W. LIM. ST. MARY'S POINT TO E.LIM. ST. MARY'S POINT

Termini W. LIM. ST. MARY'S POINT TO E.LIM. ST. MARY'S POINT

3000 Present AADT 3400

2013 Year of Count 2017

1.3 Projection Factor 1.3

3900 Projected Traffic 4420

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

THTB-NOT ELIGIBLE FOR TBFUNDS

Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS

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

0.04 * 1152432.8 / 60 * 25 *1.1

$21,128

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.04 * 2376 * 58.68 / 20 * 25 $6,971

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.04 * 119425.3 / 60 * 25 $1,990

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $21,128 + $6,971 +$1,990

$30,089

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-618-080

Original Current

LAKE ST CROIX BEACH Municipality LAKE ST CROIX BEACH

1.09 Segment Length 1.09

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S. LIM. LAKE ST. CROIX BEACHTO N. LIM. ST. CROIX BEACH

Termini S. LIM. LAKE ST. CROIX BEACHTO N. LIM. ST. CROIX BEACH

5400 Present AADT 5400

2013 Year of Count 2017

1.3 Projection Factor 1.3

7020 Projected Traffic 7020

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

THTB-NOT ELIGIBLE FOR TBFUNDS

Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS

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

1.09 * 2158029 / 60 * 25 *1.1

$1,078,115

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.09 * 3564 * 58.68 / 20 * 25 $284,947

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.09 * 128139.18 / 60 * 25 $58,197

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,078,115 + $284,947+ $58,197

$1,421,259

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-618-090

Original Current

LAKELAND Municipality LAKELAND

0.75 Segment Length 0.75

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S. LIM. LAKELAND TO 0.24 M S3RD ST. S.

Termini S. LIM. LAKELAND TO 0.24 M S3RD ST. S.

5400 Present AADT 5400

2013 Year of Count 2017

1.3 Projection Factor 1.3

7020 Projected Traffic 7020

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

THTB-NOT ELIGIBLE FOR TBFUNDS

Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS

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

0.75 * 2158029 / 60 * 25 *1.1

$741,822

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.75 * 3564 * 58.68 / 20 * 25 $196,065

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.75 * 128139.18 / 60 * 25 $40,043

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $741,822 + $196,065+ $40,043

$977,930

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-618-110

Original Current

LAKELAND Municipality LAKELAND

1.14 Segment Length 1.14

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

DIVIDED Existing Lane Description DIVIDED

.24 M S OF 3RD ST. S. TO .11 M SOF 8TH ST. N.

Termini .24 M S OF 3RD ST. S. TO .11 M SOF 8TH ST. N.

7900 Present AADT 7900

2013 Year of Count 2017

1.3 Projection Factor 1.3

10270 Projected Traffic 10270

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2008 Latest Year SA funds 2008

0 Number of Signal Legs 0

THTB-NOT ELIGIBLE FOR TBFUNDS

Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS

WORK DONE UNDER SAP 82-618-14

Comments WORK DONE UNDER SAP 82-618-14

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

1.14 * 3394812.63 / 60 * 25* 1.15

$1,854,416

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.14 * 3696 * 58.68 / 15 * 25 $412,074

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.14 * 443804.26 / 60 * 25 $210,807

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,854,416 + $412,074+ $210,807

$2,477,297

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-618-130

Original Current

LAKELAND Municipality LAKELAND

0.18 Segment Length 0.18

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

.11 M S 8TH ST. N. TO S RAMPSFAI 94

Termini .11 M S 8TH ST. N. TO S RAMPSFAI 94

10200 Present AADT 10200

2013 Year of Count 2017

1.3 Projection Factor 1.3

13260 Projected Traffic 13260

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2000 Latest Year SA funds 2000

2 Number of Signal Legs 2

THTB-NOT ELIGIBLE FOR TBFUNDS

Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.18 * 3394812.63 / 60 * 25* 1.15

$292,803

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.18 * 3696 * 58.68 / 15 * 25 $65,064

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.18 * 443804.26 / 60 * 25 $33,285

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $292,803 +$65,064 + $33,285

$461,465

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-619-007

Original Current

COTTAGE GROVE Municipality COTTAGE GROVE

0.45 Segment Length 0.45

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S RAMPS TH 61 TO 0.45 MI. N. Termini S RAMPS TH 61 TO 0.45 MI. N.

6100 Present AADT 6400

2013 Year of Count 2017

1.3 Projection Factor 1.3

7930 Projected Traffic 8320

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

SB APPROVED MILEAGESEGMENT

Special Message Code SB APPROVED MILEAGESEGMENT

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

0.45 * 2158029 / 60 * 25 *1.1

$445,093

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.45 * 3564 * 58.68 / 20 * 25 $117,639

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.45 * 128139.18 / 60 * 25 $24,026

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $445,093 + $117,639+ $24,026

$586,758

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-619-008

Original Current

COTTAGE GROVE Municipality COTTAGE GROVE

2.63 Segment Length 2.63

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.45 MI. N. OF TH 61 TO CSAH 22 Termini 0.45 MI. N. OF TH 61 TO CSAH 22

7000 Present AADT 7000

2013 Year of Count 2017

1.3 Projection Factor 1.3

9100 Projected Traffic 9100

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

SB APPROVED MILEAGESEGMENT

Special Message Code SB APPROVED MILEAGESEGMENT

2013 SAP 082-619-023ROUNDABOUT CONST

Comments 2013 SAP 082-619-023ROUNDABOUT CONST

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

2.63 * 2158029 / 60 * 25 *1.1

$2,601,324

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.63 * 3564 * 58.68 / 20 * 25 $687,533

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.63 * 128139.18 / 60 * 25 $140,419

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $2,601,324 + $687,533+ $140,419

$3,429,276

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-619-009

Original Current

COTTAGE GROVE Municipality COTTAGE GROVE

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 22 TO CSAH 20 Termini CSAH 22 TO CSAH 20

8300 Present AADT 8200

2013 Year of Count 2017

1.3 Projection Factor 1.3

10790 Projected Traffic 10660

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SAP 082-619-023ROUNDABOUT CONST

SURF SAP 82-619-09 IN 1993

Comments 2013 SAP 082-619-023ROUNDABOUT CONST

SURF SAP 82-619-09 IN 1993

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

0.1 * 2158029 / 60 * 25 * 1.1 $98,910

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 3564 * 58.68 / 20 * 25 $26,142

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 128139.18 / 60 * 25 $5,339

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $98,910 + $26,142 +$5,339

$130,391

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-619-010

Original Current

COTTAGE GROVE Municipality COTTAGE GROVE

0.9 Segment Length 0.9

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 20 TO NO LIMS COTTAGEGROVE

Termini CSAH 20 TO NO LIMS COTTAGEGROVE

5700 Present AADT 6000

2013 Year of Count 2017

1.3 Projection Factor 1.3

7410 Projected Traffic 7800

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SAP 082-619-023ROUNDABOUT CONST

SURF SAP 82-619-009 IN 1993

Comments 2013 SAP 082-619-023ROUNDABOUT CONST

SURF SAP 82-619-009 IN 1993

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

0.9 * 2158029 / 60 * 25 * 1.1 $890,187

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.9 * 3564 * 58.68 / 20 * 25 $235,277

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.9 * 128139.18 / 60 * 25 $48,052

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $890,187 + $235,277+ $48,052

$1,173,516

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-619-011

Original Current

WOODBURY Municipality WOODBURY

1 Segment Length 1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

NO LIM COTTAGE GROVE TODALE RD

Termini NO LIM COTTAGE GROVE TODALE RD

5700 Present AADT 6000

2013 Year of Count 2017

1.3 Projection Factor 1.3

7410 Projected Traffic 7800

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SAP 082-619-022 RECONST

SURF SAP 82-619-009 IN 1993

Comments 2013 SAP 082-619-022 RECONST

SURF SAP 82-619-009 IN 1993

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

1 * 2158029 / 60 * 25 * 1.1 $989,097

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 3564 * 58.68 / 20 * 25 $261,419

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 128139.18 / 60 * 25 $53,391

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $989,097 + $261,419+ $53,391

$1,303,907

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-619-012

Original Current

WOODBURY Municipality WOODBURY

1 Segment Length 1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

DALE RD TO CSAH 18 Termini DALE RD TO CSAH 18

6400 Present AADT 6200

2013 Year of Count 2017

1.3 Projection Factor 1.3

8320 Projected Traffic 8060

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SAP 082-619-022 RECONST

SURF SAP 82-619-009 IN 1993

Comments 2013 SAP 082-619-022 RECONST

SURF SAP 82-619-009 IN 1993

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

1 * 2158029 / 60 * 25 * 1.1 $989,097

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 3564 * 58.68 / 20 * 25 $261,419

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 128139.18 / 60 * 25 $53,391

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $989,097 + $261,419+ $53,391

$1,303,907

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-619-013

Original Current

WOODBURY Municipality WOODBURY

0.2 Segment Length 0.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 18 TO 0.2 MI NO Termini CSAH 18 TO 0.2 MI NO

9300 Present AADT 9700

2013 Year of Count 2017

1.3 Projection Factor 1.3

12090 Projected Traffic 12610

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1993 Latest Year SA funds 1993

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

SURF SAP 82-619-09 IN 1993 Comments SURF SAP 82-619-09 IN 1993

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

0.2 * 2158029 / 60 * 25 * 1.1 $197,819

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 3564 * 58.68 / 20 * 25 $52,284

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 128139.18 / 60 * 25 $10,678

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $197,819 + $52,284 +$10,678

$260,781

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-619-014

Original Current

WOODBURY Municipality WOODBURY

0.3 Segment Length 0.3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.20 MI NO OF CSAH 18 TO1.51 MIS OF CSAH 16

Termini 0.20 MI NO OF CSAH 18 TO1.51 MIS OF CSAH 16

9300 Present AADT 9700

2013 Year of Count 2017

1.3 Projection Factor 1.3

12090 Projected Traffic 12610

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1966 Latest Year SA funds 1966

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

0.3 * 2158029 / 60 * 25 * 1.1 $296,729

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 3564 * 58.68 / 20 * 25 $78,426

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 128139.18 / 60 * 25 $16,017

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $296,729 + $78,426 +$16,017

$391,172

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-619-020

Original Current

WOODBURY Municipality WOODBURY

1.01 Segment Length 1.01

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

1.51 MI S TO 0.50 MI S OF CSAH16

Termini 1.51 MI S TO 0.50 MI S OF CSAH16

9300 Present AADT 9700

2013 Year of Count 2017

1.3 Projection Factor 1.3

12090 Projected Traffic 12610

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2001 Latest Year SA funds 2001

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

1.01 * 3394812.63 / 60 * 25* 1.15

$1,642,948

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.01 * 3696 * 58.68 / 15 * 25 $365,083

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.01 * 443804.26 / 60 * 25 $186,768

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,642,948 + $365,083+ $186,768

$2,194,799

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Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-619-025

Original Current

WOODBURY Municipality WOODBURY

0.5 Segment Length 0.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

0.5 MI S TO CSAH 16 Termini 0.5 MI S TO CSAH 16

15800 Present AADT 17900

2013 Year of Count 2017

1.3 Projection Factor 1.3

20540 Projected Traffic 23270

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

2001 Latest Year SA funds 2001

3 Number of Signal Legs 3

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

3 * 56250 / 40 * 25 $105,469

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.5 * 4636497.97 / 60 * 25 *1.15

$1,110,828

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 4488 * 58.68 / 15 * 25 $219,463

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 785245.45 / 60 * 25 $163,593

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$105,469 + $1,110,828 +$219,463 + $163,593

$1,599,353

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-619-030

Original Current

WOODBURY Municipality WOODBURY

1.56 Segment Length 1.56

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 16 TO 1.56 MI NO Termini CSAH 16 TO 1.56 MI NO

19400 Present AADT 21200

2013 Year of Count 2017

1.3 Projection Factor 1.3

25220 Projected Traffic 27560

URBAN Design Type URBAN

7 - URBAN : 20000 - 34999 Design Group 7 ( URBAN : 20000 - 34999 )

2001 Latest Year SA funds 2001

5 Number of Signal Legs 5

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

82J07 Structure Number 82J07

0 Milepoint 0

2001 Year Built 2001

PED TRAIL Feature Crossed PED TRAIL

Type of Service

1 Number of Barrels 1

14 Culvert Width 14

10 Culvert Height 10

124 Culvert Length 124

140 Area of Waterway Opening 140

100% Shared Structure 100%

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

1 Culvert Group Code 1

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

5 * 56250 / 40 * 25 $175,781

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.56 * 4636497.97 / 60 * 25* 1.15

$3,465,782

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.56 * 4488 * 58.68 / 15 * 25 $684,725

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.56 * 785245.45 / 60 * 25 $510,410

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

124 * 140 * 15.75 / 100 * 25* 1.15

$78,608

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

$175,781 + $3,465,782 +$684,725 + $510,410 +$78,608

$4,915,306

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-619-040

Original Current

WOODBURY Municipality WOODBURY

0.46 Segment Length 0.46

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

1.56 MI NO CSAH 16 TO S LIMLAKE ELMO

Termini 1.56 MI NO CSAH 16 TO S LIMLAKE ELMO

33000 Present AADT 33500

2013 Year of Count 2017

1.3 Projection Factor 1.3

42900 Projected Traffic 43550

URBAN Design Type URBAN

8 - URBAN : 35000 - 999991 Design Group 8 ( URBAN : 35000 - 999991 )

2000 Latest Year SA funds 2000

6 Number of Signal Legs 6

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

6 * 56250 / 40 * 25 $210,938

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.46 * 4712551.56 / 60 * 25* 1

$903,239

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.46 * 6072 * 58.68 / 5 * 25 $819,501

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.46 * 204249.54 / 60 * 25 $39,148

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$210,938 + $903,239 +$819,501 + $39,148

$1,972,826

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-619-050

Original Current

LAKE ELMO Municipality LAKE ELMO

1 Segment Length 1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

S LIM LAKE ELMO TO CSAH 10 Termini S LIM LAKE ELMO TO CSAH 10

9500 Present AADT 10300

2013 Year of Count 2017

1.3 Projection Factor 1.3

12350 Projected Traffic 13390

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2000 Latest Year SA funds 2000

2 Number of Signal Legs 2

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

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1 * 2158029 / 60 * 25 * 1.1 $989,097

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 3564 * 58.68 / 20 * 25 $261,419

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 128139.18 / 60 * 25 $53,391

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $989,097 +$261,419 + $53,391

$1,374,220

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-620-010

Original Current

NEWPORT Municipality NEWPORT

0.27 Segment Length 0.27

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

WASHINGTON-RAMSEY CO LN TOFAI 494

Termini WASHINGTON-RAMSEY CO LN TOFAI 494

12000 Present AADT 13100

2013 Year of Count 2017

1.3 Projection Factor 1.3

15600 Projected Traffic 17030

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2000 Latest Year SA funds 2000

4 Number of Signal Legs 4

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

4 * 56250 / 40 * 25 $140,625

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.27 * 2158029 / 60 * 25 *1.1

$267,056

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.27 * 3564 * 58.68 / 20 * 25 $70,583

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.27 * 128139.18 / 60 * 25 $14,416

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$140,625 + $267,056 +$70,583 + $14,416

$492,680

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-620-020

Original Current

NEWPORT Municipality NEWPORT

0.06 Segment Length 0.06

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

NOT DIVIDED Existing Lane Description NOT DIVIDED

FAI 494 TO 0.06 MI E Termini FAI 494 TO 0.06 MI E

10600 Present AADT 13500

2013 Year of Count 2017

1.3 Projection Factor 1.3

13780 Projected Traffic 17550

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

1966 Latest Year SA funds 1966

2 Number of Signal Legs 2

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

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.06 * 3394812.63 / 60 * 25* 1.15

$97,601

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.06 * 3696 * 58.68 / 15 * 25 $21,688

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.06 * 443804.26 / 60 * 25 $11,095

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $97,601 +$21,688 + $11,095

$200,697

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-620-021

Original Current

NEWPORT Municipality NEWPORT

0.44 Segment Length 0.44

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.06 MI E FAI 494 TO CSAH 18 Termini 0.06 MI E FAI 494 TO CSAH 18

10600 Present AADT 13500

2013 Year of Count 2017

1.3 Projection Factor 1.3

13780 Projected Traffic 17550

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

1966 Latest Year SA funds 1966

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

0.44 * 3394812.63 / 60 * 25* 1.15

$715,740

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.44 * 3696 * 58.68 / 15 * 25 $159,046

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.44 * 443804.26 / 60 * 25 $81,364

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $715,740 + $159,046+ $81,364

$956,150

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-620-030

Original Current

NEWPORT Municipality NEWPORT

0.42 Segment Length 0.42

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 18 TO E LIM NEWPORT Termini CSAH 18 TO E LIM NEWPORT

3200 Present AADT 3400

2013 Year of Count 2017

1.3 Projection Factor 1.3

4160 Projected Traffic 4420

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

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

0.42 * 1152432.8 / 60 * 25 *1.1

$221,843

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.42 * 2376 * 58.68 / 20 * 25 $73,197

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.42 * 119425.3 / 60 * 25 $20,899

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $221,843 + $73,197 +$20,899

$315,939

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-620-040

Original Current

WOODBURY Municipality WOODBURY

2.31 Segment Length 2.31

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

E LIM NEWPORT TO CSAH 13 Termini E LIM NEWPORT TO CSAH 13

3450 Present AADT 3400

2013 Year of Count 2017

1.3 Projection Factor 1.3

4485 Projected Traffic 4420

RURAL Design Type RURAL

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

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 082-613-032, 082-620-010INTERSECTION IMPROVEMENT,ROUNDABOUT

Comments 2014 SAP 082-613-032, 082-620-010INTERSECTION IMPROVEMENT,ROUNDABOUT

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

2.31 * 1152432.8 / 60 * 25 *1.1

$1,220,138

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.31 * 2376 * 58.68 / 20 * 25 $402,586

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.31 * 119425.3 / 60 * 25 $114,947

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,220,138 + $402,586+ $114,947

$1,737,671

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-620-050

Original Current

WOODBURY Municipality WOODBURY

1.1 Segment Length 1.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 13 TO N LIM COTTAGEGROVE

Termini CSAH 13 TO N LIM COTTAGEGROVE

4400 Present AADT 4500

2013 Year of Count 2017

1.3 Projection Factor 1.3

5720 Projected Traffic 5850

RURAL Design Type RURAL

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

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 082-613-032, 082-620-010INTERSECTION IMPROVEMENT,ROUNDABOUT

Comments 2014 SAP 082-613-032, 082-620-010INTERSECTION IMPROVEMENT,ROUNDABOUT

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

1.1 * 1152432.8 / 60 * 25 *1.1

$581,018

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.1 * 2376 * 58.68 / 20 * 25 $191,708

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.1 * 119425.3 / 60 * 25 $54,737

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $581,018 + $191,708+ $54,737

$827,463

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-620-051

Original Current

COTTAGE GROVE Municipality COTTAGE GROVE

1.3 Segment Length 1.3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

N LIM COTTAGE GROVE TO CSAH19

Termini N LIM COTTAGE GROVE TO CSAH19

4400 Present AADT 4600

2013 Year of Count 2017

1.3 Projection Factor 1.3

5720 Projected Traffic 5980

RURAL Design Type RURAL

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SAP 082-620-009ROUNDABOUT CONST

Comments 2013 SAP 082-620-009ROUNDABOUT CONST

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

82J15 Structure Number 82J15

0 Milepoint 0

2003 Year Built 2003

PED Feature Crossed PED

Type of Service

1 Number of Barrels 1

14 Culvert Width 14

10 Culvert Height 10

60 Culvert Length 60

140 Area of Waterway Opening 140

100% Shared Structure 100%

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

1 Culvert Group Code 1

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.3 * 1152432.8 / 60 * 25 *1.1

$686,658

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.3 * 2376 * 58.68 / 20 * 25 $226,563

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.3 * 119425.3 / 60 * 25 $64,689

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

60 * 140 * 15.75 / 100 * 25 *1.15

$38,036

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

$0 + $686,658 + $226,563+ $64,689 + $38,036

$1,015,946

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.5 Segment Length 0.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 10 TO 0.5 MILES NORTH Termini TH 10 TO 0.5 MILES NORTH

760 Present AADT 670

2013 Year of Count 2017

1.3 Projection Factor 1.3

988 Projected Traffic 871

RURAL Design Type RURAL

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

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 082-621-032 RC&OL Comments 2014 SAP 082-621-032 RC&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.5 * 615377.41 / 60 * 25 *1.1

$141,024

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2112 * 58.68 / 20 * 25 $77,458

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 30700.57 / 60 * 25 $6,396

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $141,024 + $77,458 +$6,396

$224,878

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1 Segment Length 1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.5 MI NO OF TH 10 TO 122 NO STSO

Termini 0.5 MI NO OF TH 10 TO 122 NO STSO

730 Present AADT 670

2013 Year of Count 2017

1.3 Projection Factor 1.3

949 Projected Traffic 871

RURAL Design Type RURAL

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

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 082-621-032 RC&OL Comments 2014 SAP 082-621-032 RC&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1 * 615377.41 / 60 * 25 * 1.1 $282,048

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 58.68 / 20 * 25 $154,915

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 30700.57 / 60 * 25 $12,792

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $282,048 + $154,915+ $12,792

$449,755

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.8 Segment Length 3.8

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

122ND ST SO TO CO RD 76 Termini 122ND ST SO TO CO RD 76

1250 Present AADT 1200

2013 Year of Count 2017

1.3 Projection Factor 1.3

1625 Projected Traffic 1560

RURAL Design Type RURAL

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

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 082-621-032 RC&OL Comments 2014 SAP 082-621-032 RC&OL

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

82509 Structure Number 82509

3.75 Milepoint 3.75

1980 Year Built 1980

STREAM Feature Crossed STREAM

Type of Service

Number of Spans

78.8 Bridge Length 78.8

48 Bridge Width 48

100% Shared Structure 100%

Comments

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

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

3.8 * 1152432.8 / 60 * 25 *1.1

$2,007,154

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.8 * 2376 * 58.68 / 20 * 25 $662,262

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.8 * 119425.3 / 60 * 25 $189,090

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

78.8 * 48 * 155 / 80 * 25 *1.15

$210,692

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

$0 + $2,007,154 + $662,262+ $189,090 + $210,692

$3,069,198

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-040

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.4 Segment Length 0.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CO RD 76 TO 0.4 MI N Termini CO RD 76 TO 0.4 MI N

950 Present AADT 1050

2013 Year of Count 2017

1.3 Projection Factor 1.3

1235 Projected Traffic 1365

RURAL Design Type RURAL

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

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 082-621-032 RC&OL Comments 2014 SAP 082-621-032 RC&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.4 * 615377.41 / 60 * 25 *1.1

$112,819

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2112 * 58.68 / 20 * 25 $61,966

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 30700.57 / 60 * 25 $5,117

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $112,819 + $61,966 +$5,117

$179,902

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-041

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.4 MI N TO 0.5 MI N OF CO RD 76 Termini 0.4 MI N TO 0.5 MI N OF CO RD 76

950 Present AADT 1050

2013 Year of Count 2017

1.3 Projection Factor 1.3

1235 Projected Traffic 1365

RURAL Design Type RURAL

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

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 082-621-032 RC&OL Comments 2014 SAP 082-621-032 RC&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.1 * 615377.41 / 60 * 25 *1.1

$28,205

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2112 * 58.68 / 20 * 25 $15,492

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 30700.57 / 60 * 25 $1,279

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $28,205 + $15,492 +$1,279

$44,976

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-042

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.5 MI N TO 0.60MI N OF CO RD 76 Termini 0.5 MI N TO 0.60MI N OF CO RD 76

950 Present AADT 1050

2013 Year of Count 2017

1.3 Projection Factor 1.3

1235 Projected Traffic 1365

RURAL Design Type RURAL

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

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 082-621-032 RC&OL Comments 2014 SAP 082-621-032 RC&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.1 * 615377.41 / 60 * 25 *1.1

$28,205

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2112 * 58.68 / 20 * 25 $15,492

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 30700.57 / 60 * 25 $1,279

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $28,205 + $15,492 +$1,279

$44,976

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-043

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.4 Segment Length 0.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.60 MI N CO RD 76 TO S JCT 80THST S

Termini 0.60 MI N CO RD 76 TO S JCT 80THST S

950 Present AADT 1050

2013 Year of Count 2017

1.3 Projection Factor 1.3

1235 Projected Traffic 1365

RURAL Design Type RURAL

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

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 082-621-032 RC&OL Comments 2014 SAP 082-621-032 RC&OL

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

90743 Structure Number 90743

6.21 Milepoint 6.21

1912 Year Built 1912

STREAM Feature Crossed STREAM

Type of Service

1 Number of Barrels 1

10 Culvert Width 10

7 Culvert Height 7

29 Culvert Length 29

69.99979448 Area of Waterway Opening 69.99979448

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.4 * 615377.41 / 60 * 25 *1.1

$112,819

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2112 * 58.68 / 20 * 25 $61,966

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 30700.57 / 60 * 25 $5,117

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

29 * 69.99979448 * 15.75 /100 * 25 * 1.15

$9,192

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

$0 + $112,819 + $61,966 +$5,117 + $9,192

$189,094

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-050

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.7 Segment Length 0.7

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S JCT 80TH ST S TO 0.3 MI S OFCSAH 22

Termini S JCT 80TH ST S TO 0.3 MI S OFCSAH 22

950 Present AADT 1050

2013 Year of Count 2017

1.3 Projection Factor 1.3

1235 Projected Traffic 1365

RURAL Design Type RURAL

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

2015 Latest Year SA funds 2015

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2015 082-621-034 SURFACE Comments 2015 082-621-034 SURFACE

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

0.7 * 615377.41 / 60 * 25 *1.1

$197,434

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.7 * 2112 * 58.68 / 20 * 25 $108,441

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.7 * 30700.57 / 60 * 25 $8,954

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $197,434 + $108,441+ $8,954

$314,829

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-060

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.3 Segment Length 0.3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.3 MI SO TO CSAH 22 Termini 0.3 MI SO TO CSAH 22

950 Present AADT 1050

2013 Year of Count 2017

1.3 Projection Factor 1.3

1235 Projected Traffic 1365

RURAL Design Type RURAL

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

2015 Latest Year SA funds 2015

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2015 082-621-034 SURFACE Comments 2015 082-621-034 SURFACE

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

0.3 * 615377.41 / 60 * 25 *1.1

$84,614

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2112 * 58.68 / 20 * 25 $46,475

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 30700.57 / 60 * 25 $3,838

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $84,614 + $46,475 +$3,838

$134,927

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-061

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.6 Segment Length 0.6

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 22 TO 0.60M N Termini CSAH 22 TO 0.60M N

770 Present AADT 860

2013 Year of Count 2017

1.3 Projection Factor 1.3

1001 Projected Traffic 1118

RURAL Design Type RURAL

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

2015 Latest Year SA funds 2015

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2015 082-621-034 SURFACE Comments 2015 082-621-034 SURFACE

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

0.6 * 615377.41 / 60 * 25 *1.1

$169,229

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.6 * 2112 * 58.68 / 20 * 25 $92,949

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.6 * 30700.57 / 60 * 25 $7,675

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $169,229 + $92,949 +$7,675

$269,853

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-070

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.5 Segment Length 0.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.6 MI N OF CSAH 20 TO S LIMAFTON

Termini 0.6 MI N OF CSAH 20 TO S LIMAFTON

770 Present AADT 860

2013 Year of Count 2017

1.3 Projection Factor 1.3

1001 Projected Traffic 1118

RURAL Design Type RURAL

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

2015 Latest Year SA funds 2015

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2015 082-621-034 SURFACE Comments 2015 082-621-034 SURFACE

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.5 * 615377.41 / 60 * 25 *1.1

$141,024

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2112 * 58.68 / 20 * 25 $77,458

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 30700.57 / 60 * 25 $6,396

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $141,024 + $77,458 +$6,396

$224,878

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-071

Original Current

AFTON Municipality AFTON

0.35 Segment Length 0.35

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

SO LIM AFTON TO 1175' N. OFTROUT BROOK BRIDGE

Termini SO LIM AFTON TO 1175' N. OFTROUT BROOK BRIDGE

770 Present AADT 860

2013 Year of Count 2017

1.3 Projection Factor 1.3

1001 Projected Traffic 1118

RURAL Design Type RURAL

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

2015 Latest Year SA funds 2015

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2015 082-621-034 SURFACE

NEW SEGMENT TO INCLUDE 2000CONSTRUCTION- S.A.P. 82-621-21AND 82-621-23.

Comments 2015 082-621-034 SURFACE

NEW SEGMENT TO INCLUDE 2000CONSTRUCTION- S.A.P. 82-621-21AND 82-621-23.

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

82508 Structure Number 82508

8.279 Milepoint 8.279

2000 Year Built 2000

TROUT BROOK Feature Crossed TROUT BROOK

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Spans 1

75.8 Bridge Length 75.8

36 Bridge Width 36

100% Shared Structure 100%

Comments

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

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

0.35 * 615377.41 / 60 * 25 *1.1

$98,717

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.35 * 2112 * 58.68 / 20 * 25 $54,220

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.35 * 30700.57 / 60 * 25 $4,477

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

75.8 * 36 * 155 / 80 * 25 *1.15

$152,003

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

$0 + $98,717 + $54,220 +$4,477 + $152,003

$309,417

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-080

Original Current

AFTON Municipality AFTON

0.73 Segment Length 0.73

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

1175' N OF TROUT BROOKBRIDGE TO 50TH ST SO

Termini 1175' N OF TROUT BROOKBRIDGE TO 50TH ST SO

770 Present AADT 860

2013 Year of Count 2017

1.3 Projection Factor 1.3

1001 Projected Traffic 1118

RURAL Design Type RURAL

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

2015 Latest Year SA funds 2015

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2015 082-621-034 SURFACE

SEGMENT LENGTH REVISED TOACCOUNT FOR 2000RECONSTRUCTION OF TROUTBROOK BRIDGE ANDAPPROACHES- S.A.P. 82-621-21AND 82-621-23

Comments 2015 082-621-034 SURFACE

SEGMENT LENGTH REVISED TOACCOUNT FOR 2000RECONSTRUCTION OF TROUTBROOK BRIDGE ANDAPPROACHES- S.A.P. 82-621-21AND 82-621-23

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

0.73 * 615377.41 / 60 * 25 *1.1

$205,895

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.73 * 2112 * 58.68 / 20 * 25 $113,088

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.73 * 30700.57 / 60 * 25 $9,338

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $205,895 + $113,088+ $9,338

$328,321

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-090

Original Current

AFTON Municipality AFTON

0.28 Segment Length 0.28

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

50TH ST S TO 0.28 MI N Termini 50TH ST S TO 0.28 MI N

1100 Present AADT 1050

2013 Year of Count 2017

1.3 Projection Factor 1.3

1430 Projected Traffic 1365

RURAL Design Type RURAL

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

2015 Latest Year SA funds 2015

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2015 082-621-034 SURFACE Comments 2015 082-621-034 SURFACE

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

0.28 * 615377.41 / 60 * 25 *1.1

$78,973

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.28 * 2112 * 58.68 / 20 * 25 $43,376

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.28 * 30700.57 / 60 * 25 $3,582

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $78,973 + $43,376 +$3,582

$125,931

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-091

Original Current

AFTON Municipality AFTON

1.29 Segment Length 1.29

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.28 MI N 50TH ST S TO RIVER RD Termini 0.28 MI N 50TH ST S TO RIVER RD

1100 Present AADT 1050

2013 Year of Count 2017

1.3 Projection Factor 1.3

1430 Projected Traffic 1365

URBAN Design Type URBAN

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

1986 Latest Year SA funds 1986

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

1.29 * 2601112.92 / 60 * 25* 1.15

$1,607,813

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.29 * 2904 * 58.68 / 15 * 25 $366,374

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.29 * 435721.45 / 60 * 25 $234,200

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,607,813 + $366,374+ $234,200

$2,208,387

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-100

Original Current

AFTON Municipality AFTON

0.09 Segment Length 0.09

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

RIVER RD TO 0.09 MI N Termini RIVER RD TO 0.09 MI N

2300 Present AADT 2200

2013 Year of Count 2017

1.3 Projection Factor 1.3

2990 Projected Traffic 2860

URBAN Design Type URBAN

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

1996 Latest Year SA funds 1996

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

0.09 * 2601112.92 / 60 * 25* 1.15

$112,173

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.09 * 2904 * 58.68 / 15 * 25 $25,561

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.09 * 435721.45 / 60 * 25 $16,340

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $112,173 + $25,561 +$16,340

$154,074

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-101

Original Current

AFTON Municipality AFTON

0.2 Segment Length 0.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.09 MI N RIVER RD TO UPPER34TH ST S

Termini 0.09 MI N RIVER RD TO UPPER34TH ST S

2300 Present AADT 2200

2013 Year of Count 2017

1.3 Projection Factor 1.3

2990 Projected Traffic 2860

RURAL Design Type RURAL

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

1996 Latest Year SA funds 1996

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

82507 Structure Number 82507

10.98 Milepoint 10.98

1996 Year Built 1996

STREAM Feature Crossed STREAM

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

12 Culvert Width 12

5 Culvert Height 5

40 Culvert Length 40

60.00013138 Area of Waterway Opening 60.00013138

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.2 * 1152432.8 / 60 * 25 *1.1

$105,640

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 2376 * 58.68 / 20 * 25 $34,856

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 119425.3 / 60 * 25 $9,952

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

40 * 60.00013138 * 15.75 /100 * 25 * 1.15

$10,868

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

$0 + $105,640 + $34,856 +$9,952 + $10,868

$161,316

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-110

Original Current

AFTON Municipality AFTON

0.29 Segment Length 0.29

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

UPPER 34TH ST SO TO CSAH 18 Termini UPPER 34TH ST SO TO CSAH 18

2300 Present AADT 2200

2013 Year of Count 2017

1.3 Projection Factor 1.3

2990 Projected Traffic 2860

RURAL Design Type RURAL

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

1996 Latest Year SA funds 1996

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

0.29 * 1152432.8 / 60 * 25 *1.1

$153,178

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.29 * 2376 * 58.68 / 20 * 25 $50,541

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.29 * 119425.3 / 60 * 25 $14,431

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $153,178 + $50,541 +$14,431

$218,150

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-120

Original Current

AFTON Municipality AFTON

0.29 Segment Length 0.29

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 18 TO 0.29 MI NO Termini CSAH 18 TO 0.29 MI NO

640 Present AADT 680

2013 Year of Count 2017

1.3 Projection Factor 1.3

832 Projected Traffic 884

RURAL Design Type RURAL

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

2015 Latest Year SA funds 2015

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2015 082-621-033 PAVING Comments 2015 082-621-033 PAVING

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

0.29 * 615377.41 / 60 * 25 *1.1

$81,794

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.29 * 2112 * 58.68 / 20 * 25 $44,925

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.29 * 30700.57 / 60 * 25 $3,710

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $81,794 + $44,925 +$3,710

$130,429

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-130

Original Current

AFTON Municipality AFTON

1.18 Segment Length 1.18

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.29 MI NO OF CSAH 18 TOVALLEY CREEK TRAIL

Termini 0.29 MI NO OF CSAH 18 TOVALLEY CREEK TRAIL

650 Present AADT 680

2013 Year of Count 2017

1.3 Projection Factor 1.3

845 Projected Traffic 884

RURAL Design Type RURAL

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

2015 Latest Year SA funds 2015

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2015 082-621-033 PAVING Comments 2015 082-621-033 PAVING

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

1.18 * 615377.41 / 60 * 25 *1.1

$332,817

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.18 * 2112 * 58.68 / 20 * 25 $182,800

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.18 * 30700.57 / 60 * 25 $15,094

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $332,817 + $182,800+ $15,094

$530,711

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-131

Original Current

AFTON Municipality AFTON

2.06 Segment Length 2.06

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

VALLEY CREEK TRAIL TO N LIMAFTON

Termini VALLEY CREEK TRAIL TO N LIMAFTON

650 Present AADT 590

2013 Year of Count 2017

1.3 Projection Factor 1.3

845 Projected Traffic 767

RURAL Design Type RURAL

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

2015 Latest Year SA funds 2015

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2015 082-621-033 PAVING

2013 SAP 082-621-027 R&R BR

Comments 2015 082-621-033 PAVING

2013 SAP 082-621-027 R&R BR

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

82534 Structure Number 82534

12.88 Milepoint 12.88

2013 Year Built 2013

VALLEY CREEK Feature Crossed VALLEY CREEK

Type of Service

3 Number of Spans 3

59.67 Bridge Length 59.67

35.84 Bridge Width 35.84

100% Shared Structure 100%

2013 SAP 082-621-027 R&R BR Comments 2013 SAP 082-621-027 R&R BR

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

Culvert Information Status: Original

Original Current

90747 Structure Number 90747

13.44 Milepoint 13.44

1924 Year Built 1924

VALLEY CRK (TRIBUTARY) Feature Crossed VALLEY CRK (TRIBUTARY)

Type of Service

1 Number of Barrels 1

10 Culvert Width 10

4 Culvert Height 4

26 Culvert Length 26

39.99972879 Area of Waterway Opening 39.99972879

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

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Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

2.06 * 615377.41 / 60 * 25 *1.1

$581,019

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.06 * 2112 * 58.68 / 20 * 25 $319,125

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.06 * 30700.57 / 60 * 25 $26,351

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

59.67 * 35.84 * 155 / 80 * 25* 1.15

$119,125

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

26 * 39.99972879 * 15.75 /100 * 25 * 1.15

$4,709

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

$0 + $581,019 + $319,125+ $26,351 + $119,125 +$4,709

$1,050,329

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-140

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.4 Segment Length 0.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

NO LIM AFTON TO SO FRONTAGERD FAI 94

Termini NO LIM AFTON TO SO FRONTAGERD FAI 94

980 Present AADT 910

2013 Year of Count 2017

1.3 Projection Factor 1.3

1274 Projected Traffic 1183

RURAL Design Type RURAL

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

2015 Latest Year SA funds 2015

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2015 082-621-033 PAVING Comments 2015 082-621-033 PAVING

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

0.4 * 615377.41 / 60 * 25 *1.1

$112,819

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2112 * 58.68 / 20 * 25 $61,966

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 30700.57 / 60 * 25 $5,117

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $112,819 + $61,966 +$5,117

$179,902

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-141

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.2 Segment Length 0.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

NOT DIVIDED Existing Lane Description NOT DIVIDED

SO FRONTAGE RD FAI 94 TO 0.09MI NO FAI 94

Termini SO FRONTAGE RD FAI 94 TO 0.09MI NO FAI 94

2400 Present AADT 2500

2013 Year of Count 2017

1.3 Projection Factor 1.3

3120 Projected Traffic 3250

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

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

0.2 * 1152432.8 / 60 * 25 *1.1

$105,640

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 2376 * 58.68 / 20 * 25 $34,856

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 119425.3 / 60 * 25 $9,952

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $105,640 + $34,856 +$9,952

$150,448

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-142

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.4 Segment Length 0.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.09 MI N OF FAI 94 TO 0.49 MI NO Termini 0.09 MI N OF FAI 94 TO 0.49 MI NO

2400 Present AADT 2500

2013 Year of Count 2017

1.3 Projection Factor 1.3

3120 Projected Traffic 3250

RURAL Design Type RURAL

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

2001 Latest Year SA funds 2001

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

RESURFACED IN 2001 WITHSTATE AID FUNDS- SAP 82-621-25

Comments RESURFACED IN 2001 WITHSTATE AID FUNDS- SAP 82-621-25

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

0.4 * 1152432.8 / 60 * 25 *1.1

$211,279

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2376 * 58.68 / 20 * 25 $69,712

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 119425.3 / 60 * 25 $19,904

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $211,279 + $69,712 +$19,904

$300,895

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-150

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.2 Segment Length 1.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.49 MI NO OF FAI 94 TO 22ND STNO

Termini 0.49 MI NO OF FAI 94 TO 22ND STNO

2900 Present AADT 3400

2013 Year of Count 2017

1.3 Projection Factor 1.3

3770 Projected Traffic 4420

RURAL Design Type RURAL

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

2001 Latest Year SA funds 2001

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

RESURFACED IN 2001 WITHSTATE AID FUNDS- SAP 82-621-25

Comments RESURFACED IN 2001 WITHSTATE AID FUNDS- SAP 82-621-25

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

1.2 * 1152432.8 / 60 * 25 *1.1

$633,838

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.2 * 2376 * 58.68 / 20 * 25 $209,136

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.2 * 119425.3 / 60 * 25 $59,713

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $633,838 + $209,136+ $59,713

$902,687

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-151

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.9 Segment Length 1.9

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

22ND ST NO TO SO LIMSBAYPORT

Termini 22ND ST NO TO SO LIMSBAYPORT

5800 Present AADT 5700

2013 Year of Count 2017

1.3 Projection Factor 1.3

7540 Projected Traffic 7410

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2001 Latest Year SA funds 2001

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

RESURFACED IN 2001 WITHSTATE AID FUNDS- SAP 82-621-25

Comments RESURFACED IN 2001 WITHSTATE AID FUNDS- SAP 82-621-25

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

UNION PACIFIC RAILROAD RailRoad Name UNION PACIFIC RAILROAD

183824E USDOT Number 183824E

1.2 Located at Milepoint 1.2

1 Mainline Tracks 1

SIGNALS ONLY Protection Type SIGNALS ONLY

2005 Last Year Protection Upgraded 2005

124 Crossing Length 124

Last Year Surfaced

100% Percentage of Cost 100%

Comments

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.9 * 2158029 / 60 * 25 * 1.1 $1,879,284

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.9 * 3564 * 58.68 / 20 * 25 $496,697

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.9 * 128139.18 / 60 * 25 $101,444

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

275000 / 25 * 25 $275,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

124 * 1350 / 25 * 25 $167,400

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

$0 + $1,879,284 + $496,697+ $101,444 + $275,000 +$167,400

$2,919,825

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-154

Original Current

BAYPORT Municipality BAYPORT

0.84 Segment Length 0.84

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

SO TO NO LIMS BAYPORT Termini SO TO NO LIMS BAYPORT

5800 Present AADT 5700

2013 Year of Count 2017

1.3 Projection Factor 1.3

7540 Projected Traffic 7410

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2013 Latest Year SA funds 2013

2 Number of Signal Legs 2

No Special Message Special Message Code No Special Message

2013 SAP 082-621-030ADA/LIGHTING @ INSPIRATIONPKWY

RESURFACED IN 2001 WITHSTATE AID FUNDS- SAP 82-621-25

Comments 2013 SAP 082-621-030ADA/LIGHTING @ INSPIRATIONPKWY

RESURFACED IN 2001 WITHSTATE AID FUNDS- SAP 82-621-25

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.84 * 2158029 / 60 * 25 *1.1

$830,841

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.84 * 3564 * 58.68 / 20 * 25 $219,592

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.84 * 128139.18 / 60 * 25 $44,849

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $830,841 +$219,592 + $44,849

$1,165,595

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-157

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

N LIMS BAYPORT TO S JCT CSAH14

Termini N LIMS BAYPORT TO S JCT CSAH14

5800 Present AADT 5700

2013 Year of Count 2017

1.3 Projection Factor 1.3

7540 Projected Traffic 7410

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 082-621-029INTERSECTION IMPROVEMENT @S JCT CSAH 14

Comments 2014 SAP 082-621-029INTERSECTION IMPROVEMENT @S JCT CSAH 14

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

0.1 * 2158029 / 60 * 25 * 1.1 $98,910

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 3564 * 58.68 / 20 * 25 $26,142

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 128139.18 / 60 * 25 $5,339

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $98,910 + $26,142 +$5,339

$130,391

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-160

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

3 Existing Surface Lanes 3

NOT DIVIDED Existing Lane Description NOT DIVIDED

S JCT CSAH 14 TO 0.10 MI N Termini S JCT CSAH 14 TO 0.10 MI N

2700 Present AADT 2800

2013 Year of Count 2017

1.3 Projection Factor 1.3

3510 Projected Traffic 3640

RURAL Design Type RURAL

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

1996 Latest Year SA funds 1996

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

0.1 * 1152432.8 / 60 * 25 *1.1

$52,820

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2376 * 58.68 / 20 * 25 $17,428

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 119425.3 / 60 * 25 $4,976

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $52,820 + $17,428 +$4,976

$75,224

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-161

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.1 MI N OF S JCT CSAH 14 TO 0.2MI N OF S JCT CSAH 14

Termini 0.1 MI N OF S JCT CSAH 14 TO 0.2MI N OF S JCT CSAH 14

2700 Present AADT 2800

2013 Year of Count 2017

1.3 Projection Factor 1.3

3510 Projected Traffic 3640

RURAL Design Type RURAL

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

1995 Latest Year SA funds 1995

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

0.1 * 1152432.8 / 60 * 25 *1.1

$52,820

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2376 * 58.68 / 20 * 25 $17,428

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 119425.3 / 60 * 25 $4,976

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $52,820 + $17,428 +$4,976

$75,224

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-162

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.2 MI N OF S JCT CSAH 14 TO SLIM BAYPORT

Termini 0.2 MI N OF S JCT CSAH 14 TO SLIM BAYPORT

2700 Present AADT 2800

2013 Year of Count 2017

1.3 Projection Factor 1.3

3510 Projected Traffic 3640

URBAN Design Type URBAN

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

1995 Latest Year SA funds 1995

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

0.1 * 2601112.92 / 60 * 25 *1.15

$124,637

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2904 * 58.68 / 15 * 25 $28,401

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 435721.45 / 60 * 25 $18,155

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $124,637 + $28,401 +$18,155

$171,193

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-170

Original Current

BAYPORT Municipality BAYPORT

0.4 Segment Length 0.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S LIMS BAYPORT TO 0.4 M NE Termini S LIMS BAYPORT TO 0.4 M NE

2700 Present AADT 2800

2013 Year of Count 2017

1.3 Projection Factor 1.3

3510 Projected Traffic 3640

URBAN Design Type URBAN

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

1995 Latest Year SA funds 1995

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

0.4 * 2601112.92 / 60 * 25 *1.15

$498,547

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2904 * 58.68 / 15 * 25 $113,604

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 435721.45 / 60 * 25 $72,620

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $498,547 + $113,604+ $72,620

$684,771

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-180

Original Current

BAYPORT Municipality BAYPORT

0.14 Segment Length 0.14

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.4 M NE OF S LIMS BAYPORT TON LIMS BAYPORT

Termini 0.4 M NE OF S LIMS BAYPORT TON LIMS BAYPORT

2300 Present AADT 1850

2013 Year of Count 2017

1.3 Projection Factor 1.3

2990 Projected Traffic 2405

URBAN Design Type URBAN

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

1995 Latest Year SA funds 1995

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

0.14 * 2601112.92 / 60 * 25* 1.15

$174,491

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.14 * 2904 * 58.68 / 15 * 25 $39,762

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.14 * 435721.45 / 60 * 25 $25,417

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $174,491 + $39,762 +$25,417

$239,670

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-190

Original Current

OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS

0.11 Segment Length 0.11

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

N LIM BAYPORT TO 56TH STREETN

Termini N LIM BAYPORT TO 56TH STREETN

2300 Present AADT 1850

2013 Year of Count 2017

1.3 Projection Factor 1.3

2990 Projected Traffic 2405

URBAN Design Type URBAN

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

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 082-621-028 RECONST.(N-S)

Comments 2014 SAP 082-621-028 RECONST.(N-S)

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

0.11 * 2601112.92 / 60 * 25* 1.15

$137,100

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.11 * 2904 * 58.68 / 15 * 25 $31,241

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.11 * 435721.45 / 60 * 25 $19,971

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $137,100 + $31,241 +$19,971

$188,312

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-621-200

Original Current

OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS

0.23 Segment Length 0.23

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

56TH STREET NORTH TO TH 95 Termini 56TH STREET NORTH TO TH 95

2450 Present AADT 1150

2013 Year of Count 2017

1.3 Projection Factor 1.3

3185 Projected Traffic 1495

URBAN Design Type URBAN

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

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 082-621-028 RECONST Comments 2014 SAP 082-621-028 RECONST

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

0.23 * 2601112.92 / 60 * 25* 1.15

$286,664

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.23 * 2904 * 58.68 / 15 * 25 $65,323

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.23 * 435721.45 / 60 * 25 $41,757

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $286,664 + $65,323 +$41,757

$393,744

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-622-050

Original Current

ST PAUL PARK Municipality ST PAUL PARK

0.16 Segment Length 0.16

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

SUMMIT TO CM STP&P RR Termini SUMMIT TO CM STP&P RR

15100 Present AADT 15100

2013 Year of Count 2017

1.3 Projection Factor 1.3

19630 Projected Traffic 19630

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

BRIDGE 82025 PART OF WAKOTABRIDGE PROJECT

Comments BRIDGE 82025 PART OF WAKOTABRIDGE PROJECT

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

0.16 * 3394812.63 / 60 * 25* 1.15

$260,269

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.16 * 3696 * 58.68 / 15 * 25 $57,835

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.16 * 443804.26 / 60 * 25 $29,587

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $260,269 + $57,835 +$29,587

$347,691

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-622-060

Original Current

ST PAUL PARK Municipality ST PAUL PARK

0.12 Segment Length 0.12

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CMSTP&P RR TO CO RD 74 Termini CMSTP&P RR TO CO RD 74

15100 Present AADT 15100

2013 Year of Count 2017

1.3 Projection Factor 1.3

19630 Projected Traffic 19630

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2000 Latest Year SA funds 2000

5 Number of Signal Legs 5

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

5 * 56250 / 40 * 25 $175,781

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.12 * 2158029 / 60 * 25 *1.1

$118,692

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.12 * 3564 * 58.68 / 20 * 25 $31,370

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.12 * 128139.18 / 60 * 25 $6,407

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$175,781 + $118,692 +$31,370 + $6,407

$332,250

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-622-061

Original Current

ST PAUL PARK Municipality ST PAUL PARK

0.33 Segment Length 0.33

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CO RD 74 TO E LIM ST PAUL PK Termini CO RD 74 TO E LIM ST PAUL PK

9400 Present AADT 9700

2013 Year of Count 2017

1.3 Projection Factor 1.3

12220 Projected Traffic 12610

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2000 Latest Year SA funds 2000

1 Number of Signal Legs 1

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

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.33 * 2158029 / 60 * 25 *1.1

$326,402

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.33 * 3564 * 58.68 / 20 * 25 $86,268

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.33 * 128139.18 / 60 * 25 $17,619

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $326,402 +$86,268 + $17,619

$465,445

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-622-070

Original Current

COTTAGE GROVE Municipality COTTAGE GROVE

0.12 Segment Length 0.12

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

E LIMS ST PAUL PARK TO 0.12 MIE

Termini E LIMS ST PAUL PARK TO 0.12 MIE

9400 Present AADT 9700

2013 Year of Count 2017

1.3 Projection Factor 1.3

12220 Projected Traffic 12610

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

1981 Latest Year SA funds 1981

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

REINSTATED COMPLETE NEEDS2/22/07 SL

Comments REINSTATED COMPLETE NEEDS2/22/07 SL

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

0.12 * 3394812.63 / 60 * 25* 1.15

$195,202

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.12 * 3696 * 58.68 / 15 * 25 $43,376

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.12 * 443804.26 / 60 * 25 $22,190

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $195,202 + $43,376 +$22,190

$260,768

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-622-071

Original Current

COTTAGE GROVE Municipality COTTAGE GROVE

0.33 Segment Length 0.33

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

3 Existing Surface Lanes 3

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.12 MI E TO 0.45 MI E OF E LIMSST PAUL PARK

Termini 0.12 MI E TO 0.45 MI E OF E LIMSST PAUL PARK

9400 Present AADT 9700

2013 Year of Count 2017

1.3 Projection Factor 1.3

12220 Projected Traffic 12610

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

1981 Latest Year SA funds 1981

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

REINSTATED COMPLETE NEEDS2/22/07 SL

Comments REINSTATED COMPLETE NEEDS2/22/07 SL

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

0.33 * 3394812.63 / 60 * 25* 1.15

$536,805

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.33 * 3696 * 58.68 / 15 * 25 $119,285

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.33 * 443804.26 / 60 * 25 $61,023

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $536,805 + $119,285+ $61,023

$717,113

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-622-072

Original Current

COTTAGE GROVE Municipality COTTAGE GROVE

0.26 Segment Length 0.26

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

3 Existing Surface Lanes 3

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.45 MI E TO 0.71 MI E OF E LIMSST PAUL PARK

Termini 0.45 MI E TO 0.71 MI E OF E LIMSST PAUL PARK

9400 Present AADT 9700

2013 Year of Count 2017

1.3 Projection Factor 1.3

12220 Projected Traffic 12610

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

1981 Latest Year SA funds 1981

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

REINSTATED COMPLETE NEEDS2/22/07 SL

Comments REINSTATED COMPLETE NEEDS2/22/07 SL

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

0.26 * 3394812.63 / 60 * 25* 1.15

$422,937

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.26 * 3696 * 58.68 / 15 * 25 $93,982

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.26 * 443804.26 / 60 * 25 $48,079

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $422,937 + $93,982 +$48,079

$564,998

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-622-073

Original Current

COTTAGE GROVE Municipality COTTAGE GROVE

0.29 Segment Length 0.29

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.71 MI E TO 1.00 MI E OF E LIMSST PAUL PARK

Termini 0.71 MI E TO 1.00 MI E OF E LIMSST PAUL PARK

7900 Present AADT 7600

2013 Year of Count 2017

1.3 Projection Factor 1.3

10270 Projected Traffic 9880

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 0 - 9999 )

1981 Latest Year SA funds 1981

2 Number of Signal Legs 2

No Special Message Special Message Code No Special Message

REINSTATED COMPLETE NEEDS2/22/07 SL

Comments REINSTATED COMPLETE NEEDS2/22/07 SL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.29 * 2601112.92 / 60 * 25* 1.15

$361,446

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.29 * 2904 * 58.68 / 15 * 25 $82,363

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.29 * 435721.45 / 60 * 25 $52,650

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $361,446 +$82,363 + $52,650

$566,772

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-622-074

Original Current

COTTAGE GROVE Municipality COTTAGE GROVE

0.6 Segment Length 0.6

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

3 Existing Surface Lanes 3

NOT DIVIDED Existing Lane Description NOT DIVIDED

1.00 MI E TO 1.60 MI E OF E LIMSST PAUL PARK

Termini 1.00 MI E TO 1.60 MI E OF E LIMSST PAUL PARK

7900 Present AADT 7600

2013 Year of Count 2017

1.3 Projection Factor 1.3

10270 Projected Traffic 9880

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 0 - 9999 )

1981 Latest Year SA funds 1981

2 Number of Signal Legs 2

No Special Message Special Message Code No Special Message

REINSTATED COMPLETE NEEDS2/22/07 SL

Comments REINSTATED COMPLETE NEEDS2/22/07 SL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.6 * 2601112.92 / 60 * 25 *1.15

$747,820

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.6 * 2904 * 58.68 / 15 * 25 $170,407

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.6 * 435721.45 / 60 * 25 $108,930

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $747,820 +$170,407 + $108,930

$1,097,470

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-622-075

Original Current

COTTAGE GROVE Municipality COTTAGE GROVE

0.13 Segment Length 0.13

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

3 Existing Surface Lanes 3

NOT DIVIDED Existing Lane Description NOT DIVIDED

1.60 MI E LIMS ST PAUL PARK TOHINTON AVE S

Termini 1.60 MI E LIMS ST PAUL PARK TOHINTON AVE S

7900 Present AADT 7600

2013 Year of Count 2017

1.3 Projection Factor 1.3

10270 Projected Traffic 9880

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 0 - 9999 )

1981 Latest Year SA funds 1981

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

REINSTATED COMPLETE NEEDS2/22/07 SL

Comments REINSTATED COMPLETE NEEDS2/22/07 SL

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

0.13 * 2601112.92 / 60 * 25* 1.15

$162,028

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.13 * 2904 * 58.68 / 15 * 25 $36,921

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.13 * 435721.45 / 60 * 25 $23,602

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $162,028 + $36,921 +$23,602

$222,551

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-622-080

Original Current

COTTAGE GROVE Municipality COTTAGE GROVE

0.09 Segment Length 0.09

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

HINTON AVE SO TO 0.09 MI E Termini HINTON AVE SO TO 0.09 MI E

6800 Present AADT 7100

2013 Year of Count 2017

1.3 Projection Factor 1.3

8840 Projected Traffic 9230

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1993 Latest Year SA funds 1993

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

0.09 * 2158029 / 60 * 25 *1.1

$89,019

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.09 * 3564 * 58.68 / 20 * 25 $23,528

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.09 * 128139.18 / 60 * 25 $4,805

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $89,019 + $23,528 +$4,805

$117,352

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-622-090

Original Current

COTTAGE GROVE Municipality COTTAGE GROVE

0.79 Segment Length 0.79

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.09 M E OF HINTON AVE S TOIRVIN AVE S

Termini 0.09 M E OF HINTON AVE S TOIRVIN AVE S

6800 Present AADT 7100

2013 Year of Count 2017

1.3 Projection Factor 1.3

8840 Projected Traffic 9230

URBAN Design Type URBAN

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

1993 Latest Year SA funds 1993

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

0.79 * 2601112.92 / 60 * 25* 1.15

$984,630

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.79 * 2904 * 58.68 / 15 * 25 $224,369

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.79 * 435721.45 / 60 * 25 $143,425

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $984,630 + $224,369+ $143,425

$1,352,424

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-622-100

Original Current

COTTAGE GROVE Municipality COTTAGE GROVE

0.28 Segment Length 0.28

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

IRVIN AVE SO TO 0.28 M E Termini IRVIN AVE SO TO 0.28 M E

6200 Present AADT 6200

2013 Year of Count 2017

1.3 Projection Factor 1.3

8060 Projected Traffic 8060

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1993 Latest Year SA funds 1993

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

0.28 * 2158029 / 60 * 25 *1.1

$276,947

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.28 * 3564 * 58.68 / 20 * 25 $73,197

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.28 * 128139.18 / 60 * 25 $14,950

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $276,947 + $73,197 +$14,950

$365,094

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-622-110

Original Current

COTTAGE GROVE Municipality COTTAGE GROVE

0.11 Segment Length 0.11

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.28 M E TO 0.39 M E OF IRVIN AVESO

Termini 0.28 M E TO 0.39 M E OF IRVIN AVESO

6200 Present AADT 6200

2013 Year of Count 2017

1.3 Projection Factor 1.3

8060 Projected Traffic 8060

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

1993 Latest Year SA funds 1993

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

0.11 * 2158029 / 60 * 25 *1.1

$108,801

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.11 * 3564 * 58.68 / 20 * 25 $28,756

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.11 * 128139.18 / 60 * 25 $5,873

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $108,801 + $28,756 +$5,873

$143,430

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-622-120

Original Current

COTTAGE GROVE Municipality COTTAGE GROVE

0.93 Segment Length 0.93

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.39 M E OF IRVIN AVE SO TO 0.15M W OF CSAH 19

Termini 0.39 M E OF IRVIN AVE SO TO 0.15M W OF CSAH 19

6200 Present AADT 6200

2013 Year of Count 2017

1.3 Projection Factor 1.3

8060 Projected Traffic 8060

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 82-622-014 reconstruct Comments 2016 82-622-014 reconstruct

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

0.93 * 2158029 / 60 * 25 *1.1

$919,860

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.93 * 3564 * 58.68 / 20 * 25 $243,120

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.93 * 128139.18 / 60 * 25 $49,654

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $919,860 + $243,120+ $49,654

$1,212,634

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-622-130

Original Current

COTTAGE GROVE Municipality COTTAGE GROVE

0.15 Segment Length 0.15

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.15 M W TO CSAH 19 Termini 0.15 M W TO CSAH 19

3750 Present AADT 3350

2013 Year of Count 2017

1.3 Projection Factor 1.3

4875 Projected Traffic 4355

RURAL Design Type RURAL

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SAP 082-622-010ROUNDABOUT RECONST

Comments 2013 SAP 082-622-010ROUNDABOUT RECONST

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

0.15 * 1152432.8 / 60 * 25 *1.1

$79,230

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.15 * 2376 * 58.68 / 20 * 25 $26,142

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.15 * 119425.3 / 60 * 25 $7,464

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $79,230 + $26,142 +$7,464

$112,836

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-622-140

Original Current

COTTAGE GROVE Municipality COTTAGE GROVE

1.12 Segment Length 1.12

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 19 TO LAMAR AVE SO Termini CSAH 19 TO LAMAR AVE SO

3400 Present AADT 3150

2013 Year of Count 2017

1.3 Projection Factor 1.3

4420 Projected Traffic 4095

RURAL Design Type RURAL

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SAP 082-620-009ROUNDABOUT CONST

Comments 2013 SAP 082-620-009ROUNDABOUT CONST

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

1.12 * 1152432.8 / 60 * 25 *1.1

$591,582

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.12 * 2376 * 58.68 / 20 * 25 $195,193

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.12 * 119425.3 / 60 * 25 $55,732

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $591,582 + $195,193+ $55,732

$842,507

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-622-150

Original Current

COTTAGE GROVE Municipality COTTAGE GROVE

0.9 Segment Length 0.9

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

LAMAR AVE SO TO TH 95 Termini LAMAR AVE SO TO TH 95

2950 Present AADT 3150

2013 Year of Count 2017

1.3 Projection Factor 1.3

3835 Projected Traffic 4095

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

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

0.9 * 1152432.8 / 60 * 25 *1.1

$475,379

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.9 * 2376 * 58.68 / 20 * 25 $156,852

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.9 * 119425.3 / 60 * 25 $44,784

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $475,379 + $156,852+ $44,784

$677,015

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-622-160

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2 Segment Length 2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 95 TO OAKGREEN AVE Termini TH 95 TO OAKGREEN AVE

1750 Present AADT 1950

2013 Year of Count 2017

1.3 Projection Factor 1.3

2275 Projected Traffic 2535

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2010 OVERLAY WORK DONEUNDER SAP 82-620-08.

Comments 2010 OVERLAY WORK DONEUNDER SAP 82-620-08.

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

2 * 1152432.8 / 60 * 25 * 1.1 $1,056,397

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2 * 2376 * 58.68 / 20 * 25 $348,559

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2 * 119425.3 / 60 * 25 $99,521

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,056,397 + $348,559+ $99,521

$1,504,477

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-622-170

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.2 Segment Length 1.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

OAKGREEN AVE TO CSAH 21 Termini OAKGREEN AVE TO CSAH 21

1100 Present AADT 1150

2013 Year of Count 2017

1.3 Projection Factor 1.3

1430 Projected Traffic 1495

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

SURFACED WITH LOCAL FUNDS Comments SURFACED WITH LOCAL FUNDS

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

1.2 * 615377.41 / 60 * 25 *1.1

$338,458

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.2 * 2112 * 58.68 / 20 * 25 $185,898

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.2 * 30700.57 / 60 * 25 $15,350

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $338,458 + $185,898+ $15,350

$539,706

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-622-180

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.4 Segment Length 0.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 21 TO 0.40 MI E Termini CSAH 21 TO 0.40 MI E

465 Present AADT 490

2013 Year of Count 2017

1.3 Projection Factor 1.3

605 Projected Traffic 637

RURAL Design Type RURAL

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

2015 Latest Year SA funds 2015

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2015 082-622-013 SURFACE

PROPOSED ROADBED WIDTHCHANGED TO REFLECT MAXIMUMALLOWABLE-- 32 FEET. 2/22/07SL

Comments 2015 082-622-013 SURFACE

PROPOSED ROADBED WIDTHCHANGED TO REFLECT MAXIMUMALLOWABLE-- 32 FEET. 2/22/07SL

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

0.4 * 615377.41 / 60 * 25 *1.1

$112,819

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2112 * 58.68 / 20 * 25 $61,966

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 30700.57 / 60 * 25 $5,117

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $112,819 + $61,966 +$5,117

$179,902

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-623-009

Original Current

OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS

0.87 Segment Length 0.87

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

0 Existing Surface Lanes 0

NOT DIVIDED Existing Lane Description NOT DIVIDED

56TH STREET NORTH TO 62NDSTREET N

Termini 56TH STREET NORTH TO 62NDSTREET N

2850 Present AADT 1150

2012 Year of Count 2017

1.3 Projection Factor 1.3

3705 Projected Traffic 1495

URBAN Design Type URBAN

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

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 082-623-009 reconstruct Comments 2016 082-623-009 reconstruct

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

0.87 * 2601112.92 / 60 * 25* 1.15

$1,084,339

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.87 * 2904 * 58.68 / 15 * 25 $247,090

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.87 * 435721.45 / 60 * 25 $157,949

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,084,339 + $247,090+ $157,949

$1,489,378

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-623-021

Original Current

OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS

0.27 Segment Length 0.27

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

62ND STREET NORTH TO SO LIMSTILLWATER

Termini 62ND STREET NORTH TO SO LIMSTILLWATER

2100 Present AADT 2100

2013 Year of Count 2017

1.3 Projection Factor 1.3

2730 Projected Traffic 2730

URBAN Design Type URBAN

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

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 082-623-009 reconstruct Comments 2016 082-623-009 reconstruct

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

0.27 * 2601112.92 / 60 * 25* 1.15

$336,519

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.27 * 2904 * 58.68 / 15 * 25 $76,683

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.27 * 435721.45 / 60 * 25 $49,019

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $336,519 + $76,683 +$49,019

$462,221

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-623-031

Original Current

OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS

0.12 Segment Length 0.12

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

ON ORLEANS, PARIS AVE N TOPANAMA AVE (6TH AVE)

Termini ON ORLEANS, PARIS AVE N TOPANAMA AVE (6TH AVE)

2200 Present AADT 2200

2013 Year of Count 2017

1.3 Projection Factor 1.3

2860 Projected Traffic 2860

URBAN Design Type URBAN

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SAP 082-623-006 M&OL, C&G Comments 2013 SAP 082-623-006 M&OL, C&G

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

0.12 * 2601112.92 / 60 * 25* 1.15

$149,564

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.12 * 2904 * 58.68 / 15 * 25 $34,081

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.12 * 435721.45 / 60 * 25 $21,786

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $149,564 + $34,081 +$21,786

$205,431

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-623-032

Original Current

STILLWATER Municipality STILLWATER

0.16 Segment Length 0.16

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

ON ORLEANS, 6TH AVE S TO 3RDST S (CSAH 24)

Termini ON ORLEANS, 6TH AVE S TO 3RDST S (CSAH 24)

2200 Present AADT 2200

2013 Year of Count 2017

1.3 Projection Factor 1.3

2860 Projected Traffic 2860

URBAN Design Type URBAN

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SAP 082-623-006 M&OL, C&G Comments 2013 SAP 082-623-006 M&OL, C&G

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

0.16 * 2601112.92 / 60 * 25* 1.15

$199,419

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.16 * 2904 * 58.68 / 15 * 25 $45,442

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.16 * 435721.45 / 60 * 25 $29,048

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $199,419 + $45,442 +$29,048

$273,909

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-623-041

Original Current

STILLWATER Municipality STILLWATER

0.19 Segment Length 0.19

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

ON 3RD ST, ORLEANS TOBURLINGTON

Termini ON 3RD ST, ORLEANS TOBURLINGTON

3100 Present AADT 3050

2013 Year of Count 2017

1.3 Projection Factor 1.3

4030 Projected Traffic 3965

URBAN Design Type URBAN

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

2012 Latest Year SA funds 2012

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2012 SAP 082-623-005 M&OL C&G Comments 2012 SAP 082-623-005 M&OL C&G

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

0.19 * 2601112.92 / 60 * 25* 1.15

$236,810

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.19 * 2904 * 58.68 / 15 * 25 $53,962

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.19 * 435721.45 / 60 * 25 $34,495

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $236,810 + $53,962 +$34,495

$325,267

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-623-050

Original Current

STILLWATER Municipality STILLWATER

0.15 Segment Length 0.15

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

BURLINGTON TO CHURCHILL ON3RD ST

Termini BURLINGTON TO CHURCHILL ON3RD ST

3100 Present AADT 3050

2013 Year of Count 2017

1.3 Projection Factor 1.3

4030 Projected Traffic 3965

URBAN Design Type URBAN

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

2012 Latest Year SA funds 2012

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2012 SAP 082-623-005 M&OL C&G Comments 2012 SAP 082-623-005 M&OL C&G

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

0.15 * 2601112.92 / 60 * 25* 1.15

$186,955

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.15 * 2904 * 58.68 / 15 * 25 $42,602

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.15 * 435721.45 / 60 * 25 $27,233

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $186,955 + $42,602 +$27,233

$256,790

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-623-060

Original Current

STILLWATER Municipality STILLWATER

0.19 Segment Length 0.19

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CHURCHILL TO WALNUT ON 3RDST

Termini CHURCHILL TO WALNUT ON 3RDST

6100 Present AADT 5500

2013 Year of Count 2017

1.3 Projection Factor 1.3

7930 Projected Traffic 7150

URBAN Design Type URBAN

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

2012 Latest Year SA funds 2012

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2012 SAP 082-623-005 M&OL C&G Comments 2012 SAP 082-623-005 M&OL C&G

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

0.19 * 2601112.92 / 60 * 25* 1.15

$236,810

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.19 * 2904 * 58.68 / 15 * 25 $53,962

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.19 * 435721.45 / 60 * 25 $34,495

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $236,810 + $53,962 +$34,495

$325,267

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-623-061

Original Current

STILLWATER Municipality STILLWATER

0.3 Segment Length 0.3

PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

WALNUT TO CHESTNUT ON 3RDST

Termini WALNUT TO CHESTNUT ON 3RDST

7600 Present AADT 7200

2013 Year of Count 2017

1.3 Projection Factor 1.3

9880 Projected Traffic 9360

URBAN Design Type URBAN

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

2000 Latest Year SA funds 2000

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

0.3 * 2601112.92 / 60 * 25 *1.15

$373,910

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2904 * 58.68 / 15 * 25 $85,203

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 435721.45 / 60 * 25 $54,465

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $373,910 + $85,203 +$54,465

$513,578

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-623-070

Original Current

STILLWATER Municipality STILLWATER

0.09 Segment Length 0.09

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

3RD TO MAIN ST ON CHESTNUT Termini 3RD TO MAIN ST ON CHESTNUT

6100 Present AADT 6600

2013 Year of Count 2017

1.3 Projection Factor 1.3

7930 Projected Traffic 8580

URBAN Design Type URBAN

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

2012 Latest Year SA funds 2012

1 Number of Signal Legs 1

No Special Message Special Message Code No Special Message

2012 SAP 082-623-005 M&OL C&G Comments 2012 SAP 082-623-005 M&OL C&G

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.09 * 2601112.92 / 60 * 25* 1.15

$112,173

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.09 * 2904 * 58.68 / 15 * 25 $25,561

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.09 * 435721.45 / 60 * 25 $16,340

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $112,173 +$25,561 + $16,340

$189,230

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-624-005

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.4 Segment Length 0.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 14 TO S LIMS OAK PARKHEIGHTS

Termini CSAH 14 TO S LIMS OAK PARKHEIGHTS

8200 Present AADT 7300

2013 Year of Count 2017

1.3 Projection Factor 1.3

10660 Projected Traffic 9490

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

SB APPROVED MILEAGESEGMENT

Special Message Code SB APPROVED MILEAGESEGMENT

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

0.4 * 2158029 / 60 * 25 * 1.1 $395,639

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 3564 * 58.68 / 20 * 25 $104,568

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 128139.18 / 60 * 25 $21,357

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $395,639 + $104,568+ $21,357

$521,564

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-624-006

Original Current

OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS

0.48 Segment Length 0.48

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S. LIMITS OAK PARK HEIGHTS TO0.48 MI. N.

Termini S. LIMITS OAK PARK HEIGHTS TO0.48 MI. N.

8200 Present AADT 7300

2013 Year of Count 2017

1.3 Projection Factor 1.3

10660 Projected Traffic 9490

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

SB APPROVED MILEAGESEGMENT

Special Message Code SB APPROVED MILEAGESEGMENT

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

0.48 * 2158029 / 60 * 25 *1.1

$474,766

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.48 * 3564 * 58.68 / 20 * 25 $125,481

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.48 * 128139.18 / 60 * 25 $25,628

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $474,766 + $125,481+ $25,628

$625,875

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-624-007

Original Current

OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS

0.17 Segment Length 0.17

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.48 MI. NO OF S. LIM. OAK PARKHEIGHTS TO 56TH ST. N.

Termini 0.48 MI. NO OF S. LIM. OAK PARKHEIGHTS TO 56TH ST. N.

8200 Present AADT 7300

2013 Year of Count 2017

1.3 Projection Factor 1.3

10660 Projected Traffic 9490

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

SB APPROVED MILEAGESEGMENT

Special Message Code SB APPROVED MILEAGESEGMENT

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

0.17 * 2158029 / 60 * 25 *1.1

$168,146

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.17 * 3564 * 58.68 / 20 * 25 $44,441

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.17 * 128139.18 / 60 * 25 $9,077

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $168,146 + $44,441 +$9,077

$221,664

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-624-008

Original Current

OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS

0.33 Segment Length 0.33

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

UPPER 56TH ST. TO TH 36 Termini UPPER 56TH ST. TO TH 36

10000 Present AADT 9600

2013 Year of Count 2017

1.3 Projection Factor 1.3

13000 Projected Traffic 12480

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2000 Latest Year SA funds 2000

1 Number of Signal Legs 1

SB APPROVED MILEAGESEGMENT

Special Message Code SB APPROVED MILEAGESEGMENT

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.33 * 3394812.63 / 60 * 25* 1.15

$536,805

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.33 * 3696 * 58.68 / 15 * 25 $119,285

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.33 * 443804.26 / 60 * 25 $61,023

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $536,805 +$119,285 + $61,023

$752,269

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-624-009

Original Current

OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS

0.13 Segment Length 0.13

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

TH 36 TO 0.13 MI NO Termini TH 36 TO 0.13 MI NO

11000 Present AADT 11700

2013 Year of Count 2017

1.3 Projection Factor 1.3

14300 Projected Traffic 15210

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

1989 Latest Year SA funds 1989

1 Number of Signal Legs 1

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

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.13 * 3394812.63 / 60 * 25* 1.15

$211,469

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.13 * 3696 * 58.68 / 15 * 25 $46,991

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.13 * 443804.26 / 60 * 25 $24,039

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $211,469 +$46,991 + $24,039

$317,655

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-624-010

Original Current

OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.13 MI NO OF TH 36 TO SO LIMSTILLWATER

Termini 0.13 MI NO OF TH 36 TO SO LIMSTILLWATER

11000 Present AADT 11700

2013 Year of Count 2017

1.3 Projection Factor 1.3

14300 Projected Traffic 15210

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2000 Latest Year SA funds 2000

1 Number of Signal Legs 1

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

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.1 * 3394812.63 / 60 * 25 *1.15

$162,668

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 3696 * 58.68 / 15 * 25 $36,147

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 443804.26 / 60 * 25 $18,492

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $162,668 +$36,147 + $18,492

$252,463

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-624-011

Original Current

STILLWATER Municipality STILLWATER

0.12 Segment Length 0.12

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

SO TO NO LIM STILLWATER Termini SO TO NO LIM STILLWATER

11000 Present AADT 11700

2013 Year of Count 2017

1.3 Projection Factor 1.3

14300 Projected Traffic 15210

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2000 Latest Year SA funds 2000

1 Number of Signal Legs 1

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

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.12 * 3394812.63 / 60 * 25* 1.15

$195,202

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.12 * 3696 * 58.68 / 15 * 25 $43,376

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.12 * 443804.26 / 60 * 25 $22,190

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $195,202 +$43,376 + $22,190

$295,924

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-624-012

Original Current

OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS

0.13 Segment Length 0.13

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

NO TO SO LIM STILLWATER Termini NO TO SO LIM STILLWATER

11000 Present AADT 11700

2013 Year of Count 2017

1.3 Projection Factor 1.3

14300 Projected Traffic 15210

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2000 Latest Year SA funds 2000

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

0.13 * 3394812.63 / 60 * 25* 1.15

$211,469

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.13 * 3696 * 58.68 / 15 * 25 $46,991

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.13 * 443804.26 / 60 * 25 $24,039

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $211,469 + $46,991 +$24,039

$282,499

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-624-020

Original Current

STILLWATER Municipality STILLWATER

0.07 Segment Length 0.07

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S LIM AND FOURTH ST TO THIRD Termini S LIM AND FOURTH ST TO THIRD

11000 Present AADT 11700

2013 Year of Count 2017

1.3 Projection Factor 1.3

14300 Projected Traffic 15210

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SAP 082-624-005 OL C&G Comments 2013 SAP 082-624-005 OL C&G

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

0.07 * 3394812.63 / 60 * 25* 1.15

$113,868

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.07 * 3696 * 58.68 / 15 * 25 $25,303

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.07 * 443804.26 / 60 * 25 $12,944

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $113,868 + $25,303 +$12,944

$152,115

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-625-010

Original Current

WOODBURY Municipality WOODBURY

0.19 Segment Length 0.19

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

ALONG RAMSEY=WASHINGTONCO LINE TO SO PORTION

Termini ALONG RAMSEY=WASHINGTONCO LINE TO SO PORTION

8600 Present AADT 1350

2013 Year of Count 2017

1.3 Projection Factor 1.3

11180 Projected Traffic 1755

RURAL Design Type RURAL

4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 1500 - 6999 )

2000 Latest Year SA funds 2000

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

0.19 * 1152432.8 / 60 * 25 *1.1

$100,358

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.19 * 2376 * 58.68 / 20 * 25 $33,113

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.19 * 119425.3 / 60 * 25 $9,455

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $100,358 + $33,113 +$9,455

$142,926

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-625-020

Original Current

WOODBURY Municipality WOODBURY

0.1 Segment Length 0.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

ALONG RAMSEY-WASHINGTONCOUNTY LINE

Termini ALONG RAMSEY-WASHINGTONCOUNTY LINE

8600 Present AADT 4650

2013 Year of Count 2017

1.3 Projection Factor 1.3

11180 Projected Traffic 6045

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 0 - 9999 )

2008 Latest Year SA funds 2008

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

DONE AS PART OF 82 625-02 CTB.MPK 4/24/09

Comments DONE AS PART OF 82 625-02 CTB.MPK 4/24/09

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

0.1 * 2601112.92 / 60 * 25 *1.15

$124,637

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2904 * 58.68 / 15 * 25 $28,401

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 435721.45 / 60 * 25 $18,155

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $124,637 + $28,401 +$18,155

$171,193

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-625-030

Original Current

WOODBURY Municipality WOODBURY

0.5 Segment Length 0.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

ALONG RAMSEY-WASHINGTONCOUNTY LINE

Termini ALONG RAMSEY-WASHINGTONCOUNTY LINE

8600 Present AADT 9400

2013 Year of Count 2017

1.3 Projection Factor 1.3

11180 Projected Traffic 12220

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2008 Latest Year SA funds 2008

3 Number of Signal Legs 3

No Special Message Special Message Code No Special Message

DONE AS PART OF 82 625-02 CTB.MPK 4/24/09

Comments DONE AS PART OF 82 625-02 CTB.MPK 4/24/09

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

3 * 56250 / 40 * 25 $105,469

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.5 * 3394812.63 / 60 * 25 *1.15

$813,341

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 3696 * 58.68 / 15 * 25 $180,734

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 443804.26 / 60 * 25 $92,459

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$105,469 + $813,341 +$180,734 + $92,459

$1,192,003

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-625-050

Original Current

WOODBURY Municipality WOODBURY

0.6 Segment Length 0.6

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

CSAH 16 TO WOODBINE AVE Termini CSAH 16 TO WOODBINE AVE

10100 Present AADT 10900

2013 Year of Count 2017

1.3 Projection Factor 1.3

13130 Projected Traffic 14170

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2008 Latest Year SA funds 2008

3 Number of Signal Legs 3

THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS

TH 120 TURNBACK FROM CSAH16 TO WOODBINE AVE OR 1.20MILES SPLIT 50/50 BETWEENRAMSEY AND WASHINGTONCOUNTY

DONE AS PART OF 82 625-02 CTB.MPK 4/24/09

Comments TH 120 TURNBACK FROM CSAH16 TO WOODBINE AVE OR 1.20MILES SPLIT 50/50 BETWEENRAMSEY AND WASHINGTONCOUNTY

DONE AS PART OF 82 625-02 CTB.MPK 4/24/09

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

3 * 56250 / 40 * 25 $105,469

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.6 * 3394812.63 / 60 * 25 *1.15

$976,009

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.6 * 3696 * 58.68 / 15 * 25 $216,881

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.6 * 443804.26 / 60 * 25 $110,951

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$105,469 + $976,009 +$216,881 + $110,951

$1,409,310

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : WASHINGTON Segment Nbr : 082-626-020

Original Current

OAK PARK HEIGHTS Municipality OAK PARK HEIGHTS

0.52 Segment Length 0.52

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

OSGOOD AVE N TO BEACH ROAD Termini OSGOOD AVE N TO BEACH ROAD

670 Present AADT 650

Year of Count 2017

1.3 Projection Factor 1.3

871 Projected Traffic 845

URBAN Design Type URBAN

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

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 082-626-003 realignment atOsgood

Comments 2016 082-626-003 realignment atOsgood

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

0.52 * 2601112.92 / 60 * 25* 1.15

$648,111

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.52 * 2904 * 58.68 / 15 * 25 $147,686

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.52 * 435721.45 / 60 * 25 $94,406

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $648,111 + $147,686+ $94,406

$890,203

Friday, January 18, 2019 04:14 PM CST page 311