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SANEEDS - CSAH - Segment Report Roadway Segment Information Status : Original County Name : MEEKER Segment Nbr : 047-601-010 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 CSAH 12 TO TH 7 Termini CSAH 12 TO TH 7 170 Present AADT 170 2015 Year of Count 2015 1 Projection Factor 1 170 Projected Traffic 170 RURAL Design Type RURAL 2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 ) 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 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 3 * 607735.27 / 60 * 25 * 1.1 $835,636 Preservation Length * Quantity * UnitCost / PreservationLifeCycle * StatutoryNeedsYear 3 * 2112 * 46.76 / 20 * 25 $370,339 ROW Length * UnitCost / ROWLifeCycle * StatutoryNeedsYear 3 * 33326.01 / 60 * 25 $41,658 Total Segment Cost Signal Leg + Construction + Preservation + ROW $0 + $835,636 + $370,339 + $41,658 $1,247,633

SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MEEKER Segment Nbr : 047-601-020 Original Current ... 0.5 * 33326.01 / 60 * 25 $6,943 Culvert CulvertLength

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-601-010

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

CSAH 12 TO TH 7 Termini CSAH 12 TO TH 7

170 Present AADT 170

2015 Year of Count 2015

1 Projection Factor 1

170 Projected Traffic 170

RURAL Design Type RURAL

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

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

3 * 607735.27 / 60 * 25 * 1.1 $835,636

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3 * 2112 * 46.76 / 20 * 25 $370,339

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3 * 33326.01 / 60 * 25 $41,658

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $835,636 + $370,339+ $41,658

$1,247,633

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-601-020

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

TH 7 TO JCT 160 TH AVE Termini TH 7 TO JCT 160 TH AVE

380 Present AADT 380

2015 Year of Count 2015

1 Projection Factor 1

380 Projected Traffic 380

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

Bridge Information Status: Original

Original Current

47533 Structure Number 47533

3.35 Milepoint 3.35

2000 Year Built 2000

S FK CROW RIVER Feature Crossed S FK CROW RIVER

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Spans 1

87.5 Bridge Length 87.5

38.5 Bridge Width 38.5

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 * 607735.27 / 60 * 25 * 1.1 $835,636

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3 * 2112 * 46.76 / 20 * 25 $370,339

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3 * 33326.01 / 60 * 25 $41,658

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

87.5 * 38.5 * 152 / 80 * 25 *1.15

$184,018

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

$0 + $835,636 + $370,339+ $41,658 + $184,018

$1,431,651

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-601-025

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

JCT 160TH AVE TO JCT CSAH 28 Termini JCT 160TH AVE TO JCT CSAH 28

900 Present AADT 900

2015 Year of Count 2015

1 Projection Factor 1

900 Projected Traffic 900

RURAL Design Type RURAL

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

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

3.8 * 607735.27 / 60 * 25 *1.1

$1,058,472

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.8 * 2112 * 46.76 / 20 * 25 $469,096

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.8 * 33326.01 / 60 * 25 $52,766

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,058,472 + $469,096+ $52,766

$1,580,334

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-601-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.2 Segment Length 4.2

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 28 TO CSAH 23 Termini CSAH 28 TO CSAH 23

900 Present AADT 900

2015 Year of Count 2015

1 Projection Factor 1

900 Projected Traffic 900

RURAL Design Type RURAL

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

2005 Latest Year SA funds 2005

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

SAP 47-601-16 GRADINGSAP 47-601-18 PAVED

Comments SAP 47-601-16 GRADINGSAP 47-601-18 PAVED

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

4.2 * 607735.27 / 60 * 25 *1.1

$1,169,890

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.2 * 2112 * 46.76 / 20 * 25 $518,475

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.2 * 33326.01 / 60 * 25 $58,321

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,169,890 + $518,475+ $58,321

$1,746,686

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-601-040

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.9 Segment Length 2.9

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 23 TO SO LIMS LITCHFIELD Termini CSAH 23 TO SO LIMS LITCHFIELD

1450 Present AADT 1450

2015 Year of Count 2015

1 Projection Factor 1

1450 Projected Traffic 1450

RURAL Design Type RURAL

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

2005 Latest Year SA funds 2005

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

RESURFACED UNDER SAP 47-601-018

Comments RESURFACED UNDER SAP 47-601-018

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

2.9 * 607735.27 / 60 * 25 *1.1

$807,781

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.9 * 2112 * 46.76 / 20 * 25 $357,995

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.9 * 33326.01 / 60 * 25 $40,269

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $807,781 + $357,995+ $40,269

$1,206,045

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-601-041

Original Current

LITCHFIELD Municipality LITCHFIELD

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

SO LIM LITCHFIELD TO N LIMSLITCHFIELD

Termini SO LIM LITCHFIELD TO N LIMSLITCHFIELD

2000 Present AADT 2000

2015 Year of Count 2015

1 Projection Factor 1

2000 Projected Traffic 2000

RURAL Design Type RURAL

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

2005 Latest Year SA funds 2005

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

RESURFACED UNDER SAP 47-601-018

Comments RESURFACED UNDER SAP 47-601-018

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 * 922582.78 / 60 * 25 *1.1

$211,425

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2376 * 46.76 / 20 * 25 $69,439

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 72889.99 / 60 * 25 $15,185

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $211,425 + $69,439 +$15,185

$296,049

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-601-042

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

0.10 MILES NORTH OF 255THSTREET TO 260TH STREET

Termini 0.10 MILES NORTH OF 255THSTREET TO 260TH STREET

2000 Present AADT 2000

2015 Year of Count 2015

1 Projection Factor 1

2000 Projected Traffic 2000

RURAL Design Type RURAL

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

2005 Latest Year SA funds 2005

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

RESURFACED UNDER SAP 47-601-018

Comments RESURFACED UNDER SAP 47-601-018

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 * 922582.78 / 60 * 25 *1.1

$169,140

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2376 * 46.76 / 20 * 25 $55,551

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 72889.99 / 60 * 25 $12,148

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $169,140 + $55,551 +$12,148

$236,839

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-601-050

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

260TH STREET TO S LIMSLITCHFIELD

Termini 260TH STREET TO S LIMSLITCHFIELD

1250 Present AADT 1250

2015 Year of Count 2015

1 Projection Factor 1

1250 Projected Traffic 1250

RURAL Design Type RURAL

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

2005 Latest Year SA funds 2005

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

RESURFACED UNDER SAP 47-601-018

Comments RESURFACED UNDER SAP 47-601-018

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

92619 Structure Number 92619

18.29 Milepoint 18.29

1967 Year Built 1967

JEWETT CREEK (CD # 19) Feature Crossed JEWETT CREEK (CD # 19)

Type of Service

1 Number of Barrels 1

10 Culvert Width 10

7 Culvert Height 7

89 Culvert Length 89

52.0004009 Area of Waterway Opening 52.0004009

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

RailRoadCrossingInformation

Status: Original

Original Current

BURLINGTON NORTHERN SANTAFE RAILWAY

RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY

067811L USDOT Number 067811L

0.3 Located at Milepoint 0.3

1 Mainline Tracks 1

SIGNALS ONLY Protection Type SIGNALS ONLY

1987 Last Year Protection Upgraded 1987

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

0.5 * 607735.27 / 60 * 25 *1.1

$139,273

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2112 * 46.76 / 20 * 25 $61,723

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 33326.01 / 60 * 25 $6,943

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

89 * 52.0004009 * 15.47 /100 * 25 * 1.15

$20,584

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

275000 / 25 * 25 $275,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

32 * 1350 / 25 * 25 $43,200

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

$0 + $139,273 + $61,723 +$6,943 + $20,584 +$275,000 + $43,200

$546,723

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-601-060

Original Current

LITCHFIELD Municipality LITCHFIELD

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

S LIMS LITCHFIELD TO CSAH 11 Termini S LIMS LITCHFIELD TO CSAH 11

1250 Present AADT 1250

2015 Year of Count 2015

1 Projection Factor 1

1250 Projected Traffic 1250

RURAL Design Type RURAL

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

2005 Latest Year SA funds 2005

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

RESURFACED UNDER SAP 47-601-018

Comments RESURFACED UNDER SAP 47-601-018

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 * 607735.27 / 60 * 25 *1.1

$11,142

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.04 * 2112 * 46.76 / 20 * 25 $4,938

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.04 * 33326.01 / 60 * 25 $555

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $11,142 + $4,938 +$555

$16,635

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-602-010

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

TH 24 TO 315TH STREET Termini TH 24 TO 315TH STREET

680 Present AADT 680

2015 Year of Count 2015

1 Projection Factor 1

680 Projected Traffic 680

RURAL Design Type RURAL

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

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

0.4 * 607735.27 / 60 * 25 *1.1

$111,418

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2112 * 46.76 / 20 * 25 $49,379

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 33326.01 / 60 * 25 $5,554

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $111,418 + $49,379 +$5,554

$166,351

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-602-011

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

315TH STREET TO 320TH STREET(TWP RD 127)

Termini 315TH STREET TO 320TH STREET(TWP RD 127)

680 Present AADT 680

2015 Year of Count 2015

1 Projection Factor 1

680 Projected Traffic 680

RURAL Design Type RURAL

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

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

Bridge Information Status: Original

Original Current

47524 Structure Number 47524

0.43 Milepoint 0.43

1985 Year Built 1985

N FK CROW RIVER Feature Crossed N FK CROW RIVER

Type of Service

Number of Spans

160 Bridge Length 160

38.2 Bridge Width 38.2

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

0.3 * 607735.27 / 60 * 25 *1.1

$83,564

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2112 * 46.76 / 20 * 25 $37,034

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 33326.01 / 60 * 25 $4,166

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

160 * 38.2 * 138 / 80 * 25 *1.15

$303,117

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

$0 + $83,564 + $37,034 +$4,166 + $303,117

$427,881

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-602-012

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

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

320TH STREET (TWP RD 127) TO0.90 M N

Termini 320TH STREET (TWP RD 127) TO0.90 M N

680 Present AADT 680

2015 Year of Count 2015

1 Projection Factor 1

680 Projected Traffic 680

RURAL Design Type RURAL

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

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

0.9 * 607735.27 / 60 * 25 *1.1

$250,691

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.9 * 2112 * 46.76 / 20 * 25 $111,102

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.9 * 33326.01 / 60 * 25 $12,497

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $250,691 + $111,102+ $12,497

$374,290

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-602-016

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

320TH STREET TO 0.20 MI. S. OF330TH STREET

Termini 320TH STREET TO 0.20 MI. S. OF330TH STREET

680 Present AADT 680

2015 Year of Count 2015

1 Projection Factor 1

680 Projected Traffic 680

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 * 607735.27 / 60 * 25 *1.1

$83,564

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2112 * 46.76 / 20 * 25 $37,034

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 33326.01 / 60 * 25 $4,166

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $83,564 + $37,034 +$4,166

$124,764

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-602-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.4 Segment Length 3.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.20 MI S OF 330TH STREET TO360TH STREET

Termini 0.20 MI S OF 330TH STREET TO360TH STREET

680 Present AADT 680

2015 Year of Count 2015

1 Projection Factor 1

680 Projected Traffic 680

RURAL Design Type RURAL

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

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

3.4 * 607735.27 / 60 * 25 *1.1

$947,054

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.4 * 2112 * 46.76 / 20 * 25 $419,718

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.4 * 33326.01 / 60 * 25 $47,212

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $947,054 + $419,718+ $47,212

$1,413,984

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-602-025

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

360 TH STREET TO 2.6 M S OF TH55

Termini 360 TH STREET TO 2.6 M S OF TH55

680 Present AADT 680

2015 Year of Count 2015

1 Projection Factor 1

680 Projected Traffic 680

RURAL Design Type RURAL

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

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

0.7 * 607735.27 / 60 * 25 *1.1

$194,982

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.7 * 2112 * 46.76 / 20 * 25 $86,412

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.7 * 33326.01 / 60 * 25 $9,720

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $194,982 + $86,412 +$9,720

$291,114

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-602-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.6 Segment Length 2.6

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

2.60 M S OF TH 55 TO TH 55 Termini 2.60 M S OF TH 55 TO TH 55

680 Present AADT 680

2015 Year of Count 2015

1 Projection Factor 1

680 Projected Traffic 680

RURAL Design Type RURAL

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

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

Culvert Information Status: Original

Original Current

97771 Structure Number 97771

6.13 Milepoint 6.13

1997 Year Built 1997

CLEARWATER RIVER (CD #44 Feature Crossed CLEARWATER RIVER (CD #44

Type of Service

1 Number of Barrels 1

12 Culvert Width 12

5 Culvert Height 5

70 Culvert Length 70

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

2.6 * 607735.27 / 60 * 25 *1.1

$724,218

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.6 * 2112 * 46.76 / 20 * 25 $320,961

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.6 * 33326.01 / 60 * 25 $36,103

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

70 * 60.00013138 * 15.47 /100 * 25 * 1.15

$18,680

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

$0 + $724,218 + $320,961+ $36,103 + $18,680

$1,099,962

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-602-040

Original Current

WATKINS Municipality WATKINS

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 55 TO 4TH STREET (TWP RD131)

Termini TH 55 TO 4TH STREET (TWP RD131)

2350 Present AADT 2350

2015 Year of Count 2015

1 Projection Factor 1

2350 Projected Traffic 2350

URBAN Design Type URBAN

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

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

CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY

689244P USDOT Number 689244P

0.4 Located at Milepoint 0.4

1 Mainline Tracks 1

SIGNALS ONLY Protection Type SIGNALS ONLY

1982 Last Year Protection Upgraded 1982

72 Crossing Length 72

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 * 1892111.74 / 60 * 25 *1.15

$453,318

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2904 * 46.76 / 15 * 25 $113,159

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 10842.12 / 60 * 25 $2,259

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

275000 / 25 * 25 $275,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

72 * 1350 / 25 * 25 $97,200

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

$0 + $453,318 + $113,159+ $2,259 + $275,000 +$97,200

$940,936

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-602-050

Original Current

WATKINS Municipality WATKINS

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

4TH STREET (TWP RD 131) TO395TH STREET

Termini 4TH STREET (TWP RD 131) TO395TH STREET

1950 Present AADT 1950

2015 Year of Count 2015

1 Projection Factor 1

1950 Projected Traffic 1950

RURAL Design Type RURAL

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

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

0.25 * 922582.78 / 60 * 25 *1.1

$105,713

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.25 * 2376 * 46.76 / 20 * 25 $34,719

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.25 * 72889.99 / 60 * 25 $7,593

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $105,713 + $34,719 +$7,593

$148,025

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-602-060

Original Current

WATKINS Municipality WATKINS

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

395TH STREET TO N LIM WATKINS Termini 395TH STREET TO N LIM WATKINS

1950 Present AADT 1950

2015 Year of Count 2015

1 Projection Factor 1

1950 Projected Traffic 1950

RURAL Design Type RURAL

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

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

0.13 * 922582.78 / 60 * 25 *1.1

$54,971

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.13 * 2376 * 46.76 / 20 * 25 $18,054

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.13 * 72889.99 / 60 * 25 $3,948

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $54,971 + $18,054 +$3,948

$76,973

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-602-070

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 LIM WATKINS TO N CO LINE Termini N LIM WATKINS TO N CO LINE

1950 Present AADT 1950

2015 Year of Count 2015

1 Projection Factor 1

1950 Projected Traffic 1950

RURAL Design Type RURAL

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

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

0.4 * 922582.78 / 60 * 25 *1.1

$169,140

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2376 * 46.76 / 20 * 25 $55,551

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 72889.99 / 60 * 25 $12,148

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $169,140 + $55,551 +$12,148

$236,839

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-603-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.5 Segment Length 4.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W CO LINE TO TH 4 Termini W CO LINE TO TH 4

325 Present AADT 325

2015 Year of Count 2015

1 Projection Factor 1

325 Projected Traffic 325

RURAL Design Type RURAL

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

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

4.5 * 607735.27 / 60 * 25 *1.1

$1,253,454

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.5 * 2112 * 46.76 / 20 * 25 $555,509

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.5 * 33326.01 / 60 * 25 $62,486

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,253,454 + $555,509+ $62,486

$1,871,449

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-603-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.7 Segment Length 2.7

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 4 TO CSAH 30 IN MANANNAH Termini TH 4 TO CSAH 30 IN MANANNAH

365 Present AADT 365

2015 Year of Count 2015

1 Projection Factor 1

365 Projected Traffic 365

RURAL Design Type RURAL

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

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

2.7 * 607735.27 / 60 * 25 *1.1

$752,072

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.7 * 2112 * 46.76 / 20 * 25 $333,305

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.7 * 33326.01 / 60 * 25 $37,492

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $752,072 + $333,305+ $37,492

$1,122,869

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : MEEKER Segment Nbr : 047-603-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.5 Segment Length 3.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 30 IN MANANNAH TO TH 22 Termini CSAH 30 IN MANANNAH TO TH 22

365 Present AADT 365

2015 Year of Count 2015

1 Projection Factor 1

365 Projected Traffic 365

RURAL Design Type RURAL

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

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 SAP 047-603-010 CULVERTREPLACES BR NO. 7088

Comments 2016 SAP 047-603-010 CULVERTREPLACES BR NO. 7088

Interchange Override

Segment Override

Bridge Information Status: Deleted

Original Current

7088 Structure Number 7088

7.9 Milepoint 7.9

1951 Year Built 1951

MID FK CROW RIVER Feature Crossed MID FK CROW RIVER

Type of Service

Number of Spans

52 Bridge Length 52

26 Bridge Width 26

100% Shared Structure 100%

Comments

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

Culvert Information Status: Original

Original Current

47J06 Structure Number 47J06

8.22 Milepoint 8.22

1999 Year Built 1999

GROVE CREEK Feature Crossed GROVE CREEK

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

10 Culvert Width 10

6 Culvert Height 6

60 Culvert Length 60

60.00013138 Area of Waterway Opening 60.00013138

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Culvert Information Status: New

Original Current

47J13 Structure Number 47J13

7.9 Milepoint 7.9

2016 Year Built 2016

Middle Fork Crow River Feature Crossed Middle Fork Crow River

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Barrels 3

14 Culvert Width 14

7 Culvert Height 7

52 Culvert Length 52

308 Area of Waterway Opening 308

100% Shared Structure 100%

2016 SAP 047-603-010 CULVERTREPLACES BR NO. 7088

Comments 2016 SAP 047-603-010 CULVERTREPLACES BR NO. 7088

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

3.5 * 607735.27 / 60 * 25 *1.1

$974,909

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.5 * 2112 * 46.76 / 20 * 25 $432,062

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.5 * 33326.01 / 60 * 25 $48,600

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

60 * 60.00013138 * 15.47 /100 * 25 * 1.15

$16,011

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

52 * 308 * 15.47 / 100 * 25 *1.15

$71,233

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

$0 + $974,909 + $432,062+ $48,600 + $16,011 +$71,233

$1,542,815

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-604-003

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.8 Segment Length 0.8

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 15 TO S LIMS DASSEL Termini TH 15 TO S LIMS DASSEL

1100 Present AADT 1100

2015 Year of Count 2015

1 Projection Factor 1

1100 Projected Traffic 1100

RURAL Design Type RURAL

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

1999 Latest Year SA funds 1999

0 Number of Signal Legs 0

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

0.8 * 607735.27 / 60 * 25 *1.1

$222,836

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.8 * 2112 * 46.76 / 20 * 25 $98,757

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.8 * 33326.01 / 60 * 25 $11,109

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $222,836 + $98,757 +$11,109

$332,702

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-604-007

Original Current

DASSEL Municipality DASSEL

0.68 Segment Length 0.68

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S LIMS DASSEL TO TH 12 Termini S LIMS DASSEL TO TH 12

1300 Present AADT 1300

2015 Year of Count 2015

1 Projection Factor 1

1300 Projected Traffic 1300

URBAN Design Type URBAN

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

1999 Latest Year SA funds 1999

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

0.68 * 1892111.74 / 60 * 25* 1.15

$616,513

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.68 * 2904 * 46.76 / 15 * 25 $153,897

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.68 * 10842.12 / 60 * 25 $3,072

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $616,513 + $153,897+ $3,072

$773,482

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-604-010

Original Current

DASSEL Municipality DASSEL

0.48 Segment Length 0.48

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 12 TO N LIM DASSEL Termini TH 12 TO N LIM DASSEL

1450 Present AADT 1450

2015 Year of Count 2015

1 Projection Factor 1

1450 Projected Traffic 1450

URBAN Design Type URBAN

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

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

0.48 * 1892111.74 / 60 * 25* 1.15

$435,186

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.48 * 2904 * 46.76 / 15 * 25 $108,633

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.48 * 10842.12 / 60 * 25 $2,168

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $435,186 + $108,633+ $2,168

$545,987

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-604-020

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

N LIM DASSEL TO 255TH STREET(CO RD 199)

Termini N LIM DASSEL TO 255TH STREET(CO RD 199)

1450 Present AADT 1450

2015 Year of Count 2015

1 Projection Factor 1

1450 Projected Traffic 1450

RURAL Design Type RURAL

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

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

2 * 607735.27 / 60 * 25 * 1.1 $557,091

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2 * 2112 * 46.76 / 20 * 25 $246,893

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2 * 33326.01 / 60 * 25 $27,772

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $557,091 + $246,893+ $27,772

$831,756

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-604-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.5 Segment Length 2.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

255TH STREET(CO RD 199) TO280TH STREET

Termini 255TH STREET(CO RD 199) TO280TH STREET

670 Present AADT 670

2015 Year of Count 2015

1 Projection Factor 1

670 Projected Traffic 670

RURAL Design Type RURAL

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

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

2.5 * 607735.27 / 60 * 25 *1.1

$696,363

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.5 * 2112 * 46.76 / 20 * 25 $308,616

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.5 * 33326.01 / 60 * 25 $34,715

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $696,363 + $308,616+ $34,715

$1,039,694

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-604-031

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

280TH STREET TO 725TH AVENUE(CO RD 192)

Termini 280TH STREET TO 725TH AVENUE(CO RD 192)

440 Present AADT 440

2015 Year of Count 2015

1 Projection Factor 1

440 Projected Traffic 440

RURAL Design Type RURAL

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

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

0.5 * 607735.27 / 60 * 25 *1.1

$139,273

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2112 * 46.76 / 20 * 25 $61,723

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 33326.01 / 60 * 25 $6,943

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $139,273 + $61,723 +$6,943

$207,939

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-604-040

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

725TH AVENUE (CO RD 192) TOCSAH 21

Termini 725TH AVENUE (CO RD 192) TOCSAH 21

440 Present AADT 440

2015 Year of Count 2015

1 Projection Factor 1

440 Projected Traffic 440

RURAL Design Type RURAL

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

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

Culvert Information Status: Original

Original Current

97307 Structure Number 97307

6.01 Milepoint 6.01

1992 Year Built 1992

WASHINGTON CREEK Feature Crossed WASHINGTON CREEK

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Barrels 3

14 Culvert Width 14

8 Culvert Height 8

56 Culvert Length 56

226.9998871 Area of Waterway Opening 226.9998871

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

0.6 * 607735.27 / 60 * 25 *1.1

$167,127

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.6 * 2112 * 46.76 / 20 * 25 $74,068

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.6 * 33326.01 / 60 * 25 $8,332

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

56 * 226.9998871 * 15.47 /100 * 25 * 1.15

$56,538

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

$0 + $167,127 + $74,068 +$8,332 + $56,538

$306,065

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-605-005

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 18 TO CSAH 15 Termini CSAH 18 TO CSAH 15

152 Present AADT 152

2015 Year of Count 2015

1.9 Projection Factor 1.9

152 Projected Traffic 152

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 SAP 047-605-005 PH2 PAVING2013 SAP 047-605-003 PH1 G&B

COMMISSIONER'S ORDER 91373(5/26/10)

Comments 2015 SAP 047-605-005 PH2 PAVING2013 SAP 047-605-003 PH1 G&B

COMMISSIONER'S ORDER 91373(5/26/10)

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 * 607735.27 / 60 * 25 * 1.1 $278,545

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 46.76 / 20 * 25 $123,446

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 33326.01 / 60 * 25 $13,886

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $278,545 + $123,446+ $13,886

$415,877

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-605-010

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

CSAH 15 TO E CO LINE Termini CSAH 15 TO E CO LINE

156 Present AADT 156

2015 Year of Count 2015

1.3 Projection Factor 1.3

156 Projected Traffic 156

RURAL Design Type RURAL

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SAP 047-605-004 M&OL Comments 2013 SAP 047-605-004 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

1.4 * 607735.27 / 60 * 25 *1.1

$389,963

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.4 * 2112 * 46.76 / 20 * 25 $172,825

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.4 * 33326.01 / 60 * 25 $19,440

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $389,963 + $172,825+ $19,440

$582,228

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-606-010

Original Current

DASSEL Municipality DASSEL

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

JCT CSAH 4 AND SIMON AVE TOSIMON AVE AND 3RD ST

Termini JCT CSAH 4 AND SIMON AVE TOSIMON AVE AND 3RD ST

540 Present AADT 540

2015 Year of Count 2015

1 Projection Factor 1

540 Projected Traffic 540

URBAN Design Type URBAN

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

1999 Latest Year SA funds 1999

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.06 * 1892111.74 / 60 * 25* 1.15

$54,398

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.06 * 2904 * 46.76 / 15 * 25 $13,579

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.06 * 10842.12 / 60 * 25 $271

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $54,398 + $13,579 +$271

$68,248

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-606-011

Original Current

DASSEL Municipality DASSEL

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

3RD ST & SIMON AVE TO 0.09 MI NOF S LIMS

Termini 3RD ST & SIMON AVE TO 0.09 MI NOF S LIMS

830 Present AADT 830

2015 Year of Count 2015

1 Projection Factor 1

830 Projected Traffic 830

URBAN Design Type URBAN

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

1999 Latest Year SA funds 1999

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.22 * 1892111.74 / 60 * 25* 1.15

$199,460

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.22 * 2904 * 46.76 / 15 * 25 $49,790

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.22 * 10842.12 / 60 * 25 $994

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $199,460 + $49,790 +$994

$250,244

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-606-013

Original Current

DASSEL Municipality DASSEL

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

0.09 MI N TO S LIMS DASSEL Termini 0.09 MI N TO S LIMS DASSEL

830 Present AADT 830

2015 Year of Count 2015

1 Projection Factor 1

830 Projected Traffic 830

URBAN Design Type URBAN

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

1999 Latest Year SA funds 1999

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.09 * 1892111.74 / 60 * 25* 1.15

$81,597

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.09 * 2904 * 46.76 / 15 * 25 $20,369

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.09 * 10842.12 / 60 * 25 $407

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $81,597 + $20,369 +$407

$102,373

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-606-015

Original Current

DASSEL Municipality DASSEL

0.53 Segment Length 0.53

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

ON SOUTH LIMS DASSEL Termini ON SOUTH LIMS DASSEL

830 Present AADT 830

2015 Year of Count 2015

1 Projection Factor 1

830 Projected Traffic 830

RURAL Design Type RURAL

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

1999 Latest Year SA funds 1999

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.53 * 607735.27 / 60 * 25 *1.1

$147,629

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.53 * 2112 * 46.76 / 20 * 25 $65,427

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.53 * 33326.01 / 60 * 25 $7,359

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $147,629 + $65,427 +$7,359

$220,415

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-606-017

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

S LIM DASSEL TO 0.50 MI S (1MILE W OF CSAH 15)

Termini S LIM DASSEL TO 0.50 MI S (1MILE W OF CSAH 15)

820 Present AADT 820

2015 Year of Count 2015

1 Projection Factor 1

820 Projected Traffic 820

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

0.5 * 607735.27 / 60 * 25 *1.1

$139,273

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2112 * 46.76 / 20 * 25 $61,723

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 33326.01 / 60 * 25 $6,943

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $139,273 + $61,723 +$6,943

$207,939

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-606-020

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

730TH AVENUE (1.0 MI W) TOCSAH 15

Termini 730TH AVENUE (1.0 MI W) TOCSAH 15

820 Present AADT 820

2015 Year of Count 2015

1 Projection Factor 1

820 Projected Traffic 820

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

1 * 607735.27 / 60 * 25 * 1.1 $278,545

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 46.76 / 20 * 25 $123,446

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 33326.01 / 60 * 25 $13,886

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $278,545 + $123,446+ $13,886

$415,877

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-606-030

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 15 TO E CO LINE Termini CSAH 15 TO E CO LINE

820 Present AADT 820

2015 Year of Count 2015

1 Projection Factor 1

820 Projected Traffic 820

RURAL Design Type RURAL

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

1965 Latest Year SA funds 1965

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

90998 Structure Number 90998

3.335 Milepoint 3.335

1965 Year Built 1965

COLLINGWOOD CREEK Feature Crossed COLLINGWOOD CREEK

Type of Service

1 Number of Barrels 1

12 Culvert Width 12

8 Culvert Height 8

78 Culvert Length 78

85.00036552 Area of Waterway Opening 85.00036552

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

1 * 607735.27 / 60 * 25 * 1.1 $278,545

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 46.76 / 20 * 25 $123,446

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 33326.01 / 60 * 25 $13,886

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

78 * 85.00036552 * 15.47 /100 * 25 * 1.15

$29,488

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

$0 + $278,545 + $123,446+ $13,886 + $29,488

$445,365

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-607-010

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 19 S AND ALONG E CO LINE Termini CSAH 19 S AND ALONG E CO LINE

375 Present AADT 375

2015 Year of Count 2015

1 Projection Factor 1

375 Projected Traffic 375

RURAL Design Type RURAL

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

1970 Latest Year SA funds 1970

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 * 607735.27 / 60 * 25 *1.1

$139,273

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2112 * 46.76 / 20 * 25 $61,723

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 33326.01 / 60 * 25 $6,943

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $139,273 + $61,723 +$6,943

$207,939

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-608-010

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

TH 55 TO W LIM EDEN VALLEY Termini TH 55 TO W LIM EDEN VALLEY

305 Present AADT 305

2015 Year of Count 2015

1 Projection Factor 1

305 Projected Traffic 305

RURAL Design Type RURAL

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

2012 Latest Year SA funds 2012

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2012 SAP 047-608-007 Comments 2012 SAP 047-608-007

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY

689260Y USDOT Number 689260Y

0.02 Located at Milepoint 0.02

1 Mainline Tracks 1

SIGNS ONLY Protection Type SIGNS ONLY

2002 Last Year Protection Upgraded 2002

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

0.4 * 607735.27 / 60 * 25 *1.1

$111,418

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2112 * 46.76 / 20 * 25 $49,379

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 33326.01 / 60 * 25 $5,554

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

1500 / 25 * 25 $1,500

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 + $111,418 + $49,379 +$5,554 + $1,500 + $43,200

$211,051

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-608-020

Original Current

EDEN VALLEY Municipality EDEN VALLEY

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

W LIM EDEN VALLEY TO 0.20 M WOF TH 22

Termini W LIM EDEN VALLEY TO 0.20 M WOF TH 22

400 Present AADT 400

2015 Year of Count 2015

1 Projection Factor 1

400 Projected Traffic 400

RURAL Design Type RURAL

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

2012 Latest Year SA funds 2012

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2012 SAP 047-608-007 Comments 2012 SAP 047-608-007

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 * 607735.27 / 60 * 25 *1.1

$83,564

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2112 * 46.76 / 20 * 25 $37,034

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 33326.01 / 60 * 25 $4,166

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $83,564 + $37,034 +$4,166

$124,764

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-608-030

Original Current

EDEN VALLEY Municipality EDEN VALLEY

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 M W OF TH22 TO TH22 Termini 0.20 M W OF TH22 TO TH22

680 Present AADT 680

2015 Year of Count 2015

1 Projection Factor 1

680 Projected Traffic 680

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

Culvert Information Status: Original

Original Current

96245 Structure Number 96245

0.752 Milepoint 0.752

1996 Year Built 1996

EDEN BROOK Feature Crossed EDEN BROOK

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

8 Culvert Width 8

6 Culvert Height 6

54 Culvert Length 54

97.99992755 Area of Waterway Opening 97.99992755

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 * 1892111.74 / 60 * 25 *1.15

$181,327

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 2904 * 46.76 / 15 * 25 $45,264

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 10842.12 / 60 * 25 $904

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

54 * 97.99992755 * 15.47 /100 * 25 * 1.15

$23,537

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

$0 + $181,327 + $45,264 +$904 + $23,537

$251,032

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-609-009

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 CO LINE TO 0.70 MI N Termini S CO LINE TO 0.70 MI N

155 Present AADT 155

2015 Year of Count 2015

1 Projection Factor 1

155 Projected Traffic 155

RURAL Design Type RURAL

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

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 * 607735.27 / 60 * 25 *1.1

$194,982

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.7 * 2112 * 46.76 / 20 * 25 $86,412

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.7 * 33326.01 / 60 * 25 $9,720

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $194,982 + $86,412 +$9,720

$291,114

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-609-010

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

0.7 MI N TO 0.5 MI S OF CSAH 18 Termini 0.7 MI N TO 0.5 MI S OF CSAH 18

155 Present AADT 155

2015 Year of Count 2015

1 Projection Factor 1

155 Projected Traffic 155

URBAN Design Type URBAN

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

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

0.1 * 1892111.74 / 60 * 25 *1.15

$90,664

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2904 * 46.76 / 15 * 25 $22,632

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 10842.12 / 60 * 25 $452

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $90,664 + $22,632 +$452

$113,748

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-609-011

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

0.5 MI SO TO CSAH 18 Termini 0.5 MI SO TO CSAH 18

155 Present AADT 155

2015 Year of Count 2015

1 Projection Factor 1

155 Projected Traffic 155

RURAL Design Type RURAL

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

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

0.5 * 607735.27 / 60 * 25 *1.1

$139,273

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2112 * 46.76 / 20 * 25 $61,723

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 33326.01 / 60 * 25 $6,943

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $139,273 + $61,723 +$6,943

$207,939

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-609-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.9 Segment Length 3.9

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 18 TO 208TH STREET Termini CSAH 18 TO 208TH STREET

710 Present AADT 710

2015 Year of Count 2015

1 Projection Factor 1

710 Projected Traffic 710

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 SP 047-609-012 OL Comments 2015 SP 047-609-012 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

3.9 * 607735.27 / 60 * 25 *1.1

$1,086,327

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.9 * 2112 * 46.76 / 20 * 25 $481,441

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.9 * 33326.01 / 60 * 25 $54,155

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,086,327 + $481,441+ $54,155

$1,621,923

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-609-021

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.5 Segment Length 2.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

208TH STREET TO 230TH STREET(CO RD 159)

Termini 208TH STREET TO 230TH STREET(CO RD 159)

710 Present AADT 710

2015 Year of Count 2015

1 Projection Factor 1

710 Projected Traffic 710

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 SP 047-609-012 OL Comments 2015 SP 047-609-012 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

2.5 * 607735.27 / 60 * 25 *1.1

$696,363

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.5 * 2112 * 46.76 / 20 * 25 $308,616

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.5 * 33326.01 / 60 * 25 $34,715

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $696,363 + $308,616+ $34,715

$1,039,694

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-609-030

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

230TH STREET (TWP RD 159) TOTH 12

Termini 230TH STREET (TWP RD 159) TOTH 12

710 Present AADT 710

2015 Year of Count 2015

1 Projection Factor 1

710 Projected Traffic 710

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 SP 047-609-012 OL Comments 2015 SP 047-609-012 OL

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

BURLINGTON NORTHERN SANTAFE RAILWAY

RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY

067803U USDOT Number 067803U

1.88 Located at Milepoint 1.88

1 Mainline Tracks 1

SIGNALS ONLY Protection Type SIGNALS ONLY

1987 Last Year Protection Upgraded 1987

31 Crossing Length 31

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 * 607735.27 / 60 * 25 *1.1

$529,236

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.9 * 2112 * 46.76 / 20 * 25 $234,548

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.9 * 33326.01 / 60 * 25 $26,383

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

275000 / 25 * 25 $275,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

31 * 1350 / 25 * 25 $41,850

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

$0 + $529,236 + $234,548+ $26,383 + $275,000 +$41,850

$1,107,017

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-610-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1 Segment Length 1

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

SOUTH COUNTY LINE TO 110THSTREET (1.0 MI NO)

Termini SOUTH COUNTY LINE TO 110THSTREET (1.0 MI NO)

55 Present AADT 55

2015 Year of Count 2015

1 Projection Factor 1

55 Projected Traffic 55

RURAL Design Type RURAL

1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )

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

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1 * 303867.64 / 60 * 25 * 1.1 $139,273

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

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

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$139,273 + $70,298 + $0 $209,571

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-610-011

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2 Segment Length 2

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

110TH STREET (1.0 MI N OF S COLINE) TO TH 7

Termini 110TH STREET (1.0 MI N OF S COLINE) TO TH 7

55 Present AADT 55

2015 Year of Count 2015

1 Projection Factor 1

55 Projected Traffic 55

RURAL Design Type RURAL

1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )

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

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

2 * 303867.64 / 60 * 25 * 1.1 $278,545

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

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

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$278,545 + $140,595 + $0 $419,140

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-610-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.3 Segment Length 4.3

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 7 TO CSAH 22 Termini TH 7 TO CSAH 22

60 Present AADT 60

2015 Year of Count 2015

1 Projection Factor 1

60 Projected Traffic 60

RURAL Design Type RURAL

1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )

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

Bridge Information Status: Original

Original Current

47522 Structure Number 47522

4.6 Milepoint 4.6

1980 Year Built 1980

S FK CROW RIVER Feature Crossed S FK CROW RIVER

Type of Service

Number of Spans

78 Bridge Length 78

34 Bridge Width 34

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

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

4.3 * 303867.64 / 60 * 25 *1.1

$598,872

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

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

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.3 * 0 / 60 * 25 $0

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

78 * 34 * 152 / 80 * 25 *1.15

$144,866

Total Segment Cost Construction +Preservation + ROW +Bridge

$598,872 + $302,279 + $0+ $144,866

$1,046,017

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-611-015

Original Current

GROVE CITY Municipality GROVE CITY

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

JNC TH 4 TO 545 AVE Termini JNC TH 4 TO 545 AVE

1050 Present AADT 1050

2015 Year of Count 2015

1 Projection Factor 1

1050 Projected Traffic 1050

RURAL Design Type RURAL

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

1999 Latest Year SA funds 1999

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

THIS SECTION REPLACESSEGMENTS 010 AND 019.

Comments THIS SECTION REPLACESSEGMENTS 010 AND 019.

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 * 607735.27 / 60 * 25 *1.1

$167,127

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.6 * 2112 * 46.76 / 20 * 25 $74,068

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.6 * 33326.01 / 60 * 25 $8,332

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $167,127 + $74,068 +$8,332

$249,527

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-611-020

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

270TH STREET (545 AVE) TOCSAH 32

Termini 270TH STREET (545 AVE) TOCSAH 32

1050 Present AADT 1050

2015 Year of Count 2015

1 Projection Factor 1

1050 Projected Traffic 1050

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 SAP 047-611-028 OL Comments 2015 SAP 047-611-028 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 * 607735.27 / 60 * 25 * 1.1 $278,545

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 46.76 / 20 * 25 $123,446

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 33326.01 / 60 * 25 $13,886

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $278,545 + $123,446+ $13,886

$415,877

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-611-021

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 32 TO 1.00 MI E Termini CSAH 32 TO 1.00 MI E

1050 Present AADT 1050

2015 Year of Count 2015

1 Projection Factor 1

1050 Projected Traffic 1050

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 SAP 047-611-028 OL Comments 2015 SAP 047-611-028 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 * 607735.27 / 60 * 25 * 1.1 $278,545

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 46.76 / 20 * 25 $123,446

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 33326.01 / 60 * 25 $13,886

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $278,545 + $123,446+ $13,886

$415,877

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-611-022

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.1 Segment Length 2.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

1.00 MI E CSAH 32 TO 0.4 MI W OFCSAH 31

Termini 1.00 MI E CSAH 32 TO 0.4 MI W OFCSAH 31

1050 Present AADT 1050

2015 Year of Count 2015

1 Projection Factor 1

1050 Projected Traffic 1050

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 SAP 047-611-028 OL Comments 2015 SAP 047-611-028 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

2.1 * 607735.27 / 60 * 25 *1.1

$584,945

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.1 * 2112 * 46.76 / 20 * 25 $259,237

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.1 * 33326.01 / 60 * 25 $29,160

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $584,945 + $259,237+ $29,160

$873,342

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-611-023

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

0.4 MI W TO CSAH 31 Termini 0.4 MI W TO CSAH 31

1050 Present AADT 1050

2015 Year of Count 2015

1 Projection Factor 1

1050 Projected Traffic 1050

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 SAP 047-611-028 OL Comments 2015 SAP 047-611-028 OL

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

BURLINGTON NORTHERN SANTAFE RAILWAY

RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY

067815N USDOT Number 067815N

0.3 Located at Milepoint 0.3

1 Mainline Tracks 1

SIGNALS & GATES Protection Type SIGNALS & GATES

1981 Last Year Protection Upgraded 1981

152 Crossing Length 152

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

0.4 * 607735.27 / 60 * 25 *1.1

$111,418

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2112 * 46.76 / 20 * 25 $49,379

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 33326.01 / 60 * 25 $5,554

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

325000 / 25 * 25 $325,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

152 * 1350 / 25 * 25 $205,200

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

$0 + $111,418 + $49,379 +$5,554 + $325,000 +$205,200

$696,551

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-611-024

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

CSAH 31 TO 11TH STREET (N LIMSLITCHFIELD)

Termini CSAH 31 TO 11TH STREET (N LIMSLITCHFIELD)

1450 Present AADT 1450

2015 Year of Count 2015

1 Projection Factor 1

1450 Projected Traffic 1450

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 SAP 047-611-028 OL Comments 2015 SAP 047-611-028 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

2 * 607735.27 / 60 * 25 * 1.1 $557,091

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2 * 2112 * 46.76 / 20 * 25 $246,893

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2 * 33326.01 / 60 * 25 $27,772

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $557,091 + $246,893+ $27,772

$831,756

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-611-025

Original Current

LITCHFIELD Municipality LITCHFIELD

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

11TH STREET (N LIMSLITCHFIELD) TO CSAH 1

Termini 11TH STREET (N LIMSLITCHFIELD) TO CSAH 1

1450 Present AADT 1450

2015 Year of Count 2015

1 Projection Factor 1

1450 Projected Traffic 1450

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 SAP 047-611-028 OL Comments 2015 SAP 047-611-028 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 * 607735.27 / 60 * 25 *1.1

$139,273

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2112 * 46.76 / 20 * 25 $61,723

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 33326.01 / 60 * 25 $6,943

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $139,273 + $61,723 +$6,943

$207,939

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-611-026

Original Current

LITCHFIELD Municipality LITCHFIELD

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 1 TO WILLMAR AVENUE Termini CSAH 1 TO WILLMAR AVENUE

880 Present AADT 880

2015 Year of Count 2015

1 Projection Factor 1

880 Projected Traffic 880

RURAL Design Type RURAL

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

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

0.25 * 607735.27 / 60 * 25 *1.1

$69,636

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.25 * 2112 * 46.76 / 20 * 25 $30,862

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.25 * 33326.01 / 60 * 25 $3,471

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $69,636 + $30,862 +$3,471

$103,969

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-611-030

Original Current

LITCHFIELD Municipality LITCHFIELD

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

WILLMAR AVENUE TO AUSTIN AV Termini WILLMAR AVENUE TO AUSTIN AV

2150 Present AADT 2150

2015 Year of Count 2015

1 Projection Factor 1

2150 Projected Traffic 2150

URBAN Design Type URBAN

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

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

Culvert Information Status: Original

Original Current

92654 Structure Number 92654

7.89 Milepoint 7.89

1963 Year Built 1963

JEWETT CREEK (CD # 19) Feature Crossed JEWETT CREEK (CD # 19)

Type of Service

1 Number of Barrels 1

12 Culvert Width 12

8 Culvert Height 8

46 Culvert Length 46

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

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.19 * 1892111.74 / 60 * 25* 1.15

$172,261

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.19 * 2904 * 46.76 / 15 * 25 $43,000

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.19 * 10842.12 / 60 * 25 $858

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

46 * 65.99992924 * 15.47 /100 * 25 * 1.15

$13,503

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

$0 + $172,261 + $43,000 +$858 + $13,503

$229,622

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-611-031

Original Current

LITCHFIELD Municipality LITCHFIELD

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

AUSTIN AV TO TH 12 Termini AUSTIN AV TO TH 12

2300 Present AADT 2300

2015 Year of Count 2015

1 Projection Factor 1

2300 Projected Traffic 2300

URBAN Design Type URBAN

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

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

0.28 * 1892111.74 / 60 * 25* 1.15

$253,858

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.28 * 2904 * 46.76 / 15 * 25 $63,369

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.28 * 10842.12 / 60 * 25 $1,265

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $253,858 + $63,369 +$1,265

$318,492

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-611-039

Original Current

LITCHFIELD Municipality LITCHFIELD

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

TH 12 TO ARMSTRONG AV Termini TH 12 TO ARMSTRONG AV

2900 Present AADT 2900

2015 Year of Count 2015

1 Projection Factor 1

2900 Projected Traffic 2900

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

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 * 1892111.74 / 60 * 25* 1.15

$190,394

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.21 * 2904 * 46.76 / 15 * 25 $47,527

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.21 * 10842.12 / 60 * 25 $949

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $190,394 + $47,527 +$949

$238,870

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-611-040

Original Current

LITCHFIELD Municipality LITCHFIELD

0.55 Segment Length 0.55

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

ARMSTRONG TO GORMAN Termini ARMSTRONG TO GORMAN

3200 Present AADT 3200

2015 Year of Count 2015

1 Projection Factor 1

3200 Projected Traffic 3200

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

0.55 * 1892111.74 / 60 * 25* 1.15

$498,650

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.55 * 2904 * 46.76 / 15 * 25 $124,475

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.55 * 10842.12 / 60 * 25 $2,485

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $498,650 + $124,475+ $2,485

$625,610

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-611-041

Original Current

LITCHFIELD Municipality LITCHFIELD

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

GORMAN AV TO 0.11 MI E Termini GORMAN AV TO 0.11 MI E

1600 Present AADT 1600

2015 Year of Count 2015

1 Projection Factor 1

1600 Projected Traffic 1600

RURAL Design Type RURAL

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

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

0.11 * 922582.78 / 60 * 25 *1.1

$46,514

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.11 * 2376 * 46.76 / 20 * 25 $15,276

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.11 * 72889.99 / 60 * 25 $3,341

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $46,514 + $15,276 +$3,341

$65,131

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-611-050

Original Current

LITCHFIELD Municipality LITCHFIELD

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

0.11 MI E GORMAN AV TO E LIMLITCHFIELD

Termini 0.11 MI E GORMAN AV TO E LIMLITCHFIELD

1600 Present AADT 1600

2015 Year of Count 2015

1 Projection Factor 1

1600 Projected Traffic 1600

RURAL Design Type RURAL

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

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

0.25 * 922582.78 / 60 * 25 *1.1

$105,713

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.25 * 2376 * 46.76 / 20 * 25 $34,719

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.25 * 72889.99 / 60 * 25 $7,593

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $105,713 + $34,719 +$7,593

$148,025

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-611-051

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

E LIM LITCHFIELD TO CSAH 34 Termini E LIM LITCHFIELD TO CSAH 34

1600 Present AADT 1600

2015 Year of Count 2015

1 Projection Factor 1

1600 Projected Traffic 1600

RURAL Design Type RURAL

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

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

0.2 * 922582.78 / 60 * 25 *1.1

$84,570

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 2376 * 46.76 / 20 * 25 $27,775

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 72889.99 / 60 * 25 $6,074

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $84,570 + $27,775 +$6,074

$118,419

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : MEEKER Segment Nbr : 047-611-060

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5 Segment Length 5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 34 TO CSAH 14 Termini CSAH 34 TO CSAH 14

460 Present AADT 460

2015 Year of Count 2015

1 Projection Factor 1

460 Projected Traffic 460

RURAL Design Type RURAL

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

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 SAP 047-611-029 M&OL Comments 2016 SAP 047-611-029 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

5 * 607735.27 / 60 * 25 * 1.1 $1,392,727

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5 * 2112 * 46.76 / 20 * 25 $617,232

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5 * 33326.01 / 60 * 25 $69,429

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,392,727 + $617,232+ $69,429

$2,079,388

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-612-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.9 Segment Length 3.9

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.2 MI E CSAH 1 TO CSAH 26 Termini 0.2 MI E CSAH 1 TO CSAH 26

465 Present AADT 465

2015 Year of Count 2015

1 Projection Factor 1

465 Projected Traffic 465

RURAL Design Type RURAL

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

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

3.9 * 607735.27 / 60 * 25 *1.1

$1,086,327

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.9 * 2112 * 46.76 / 20 * 25 $481,441

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.9 * 33326.01 / 60 * 25 $54,155

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,086,327 + $481,441+ $54,155

$1,621,923

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-612-020

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

CSAH 26 TO E CO LINE Termini CSAH 26 TO E CO LINE

730 Present AADT 730

2015 Year of Count 2015

1 Projection Factor 1

730 Projected Traffic 730

RURAL Design Type RURAL

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

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 * 607735.27 / 60 * 25 * 1.1 $278,545

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 46.76 / 20 * 25 $123,446

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 33326.01 / 60 * 25 $13,886

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $278,545 + $123,446+ $13,886

$415,877

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-614-010

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

SO CO LINE TO 195TH STREET(TWP RD 295)

Termini SO CO LINE TO 195TH STREET(TWP RD 295)

1700 Present AADT 1700

2015 Year of Count 2015

1 Projection Factor 1

1700 Projected Traffic 1700

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

3.8 * 922582.78 / 60 * 25 *1.1

$1,606,832

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.8 * 2376 * 46.76 / 20 * 25 $527,733

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.8 * 72889.99 / 60 * 25 $115,409

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,606,832 + $527,733+ $115,409

$2,249,974

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-614-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.2 Segment Length 2.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

195TH STREET TO CSAH 33 Termini 195TH STREET TO CSAH 33

1700 Present AADT 1700

2015 Year of Count 2015

1 Projection Factor 1

1700 Projected Traffic 1700

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

2.2 * 922582.78 / 60 * 25 *1.1

$930,271

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.2 * 2376 * 46.76 / 20 * 25 $305,530

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.2 * 72889.99 / 60 * 25 $66,816

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $930,271 + $305,530+ $66,816

$1,302,617

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-614-030

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

CSAH 33 TO S LIM DARWIN Termini CSAH 33 TO S LIM DARWIN

1150 Present AADT 1150

2015 Year of Count 2015

1 Projection Factor 1

1150 Projected Traffic 1150

RURAL Design Type RURAL

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

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

Culvert Information Status: Original

Original Current

90979 Structure Number 90979

6.99 Milepoint 6.99

1964 Year Built 1964

STREAM Feature Crossed STREAM

Type of Service

1 Number of Barrels 1

12 Culvert Width 12

8 Culvert Height 8

91 Culvert Length 91

77.99952496 Area of Waterway Opening 77.99952496

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 * 607735.27 / 60 * 25 * 1.1 $557,091

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2 * 2112 * 46.76 / 20 * 25 $246,893

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2 * 33326.01 / 60 * 25 $27,772

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

91 * 77.99952496 * 15.47 /100 * 25 * 1.15

$31,569

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

$0 + $557,091 + $246,893+ $27,772 + $31,569

$863,325

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-614-040

Original Current

DARWIN Municipality DARWIN

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

SO LIM DARWIN TO 240THSTREET

Termini SO LIM DARWIN TO 240THSTREET

1150 Present AADT 1150

2015 Year of Count 2015

1 Projection Factor 1

1150 Projected Traffic 1150

RURAL Design Type RURAL

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

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

0.51 * 607735.27 / 60 * 25 *1.1

$142,058

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.51 * 2112 * 46.76 / 20 * 25 $62,958

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.51 * 33326.01 / 60 * 25 $7,082

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $142,058 + $62,958 +$7,082

$212,098

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-614-050

Original Current

DARWIN Municipality DARWIN

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

240TH STREET TO TH 12 Termini 240TH STREET TO TH 12

2000 Present AADT 2000

2015 Year of Count 2015

1 Projection Factor 1

2000 Projected Traffic 2000

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

RailRoadCrossingInformation

Status: Original

Original Current

BURLINGTON NORTHERN SANTAFE RAILWAY

RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY

067800Y USDOT Number 067800Y

0.3 Located at Milepoint 0.3

1 Mainline Tracks 1

SIGNALS ONLY Protection Type SIGNALS ONLY

1987 Last Year Protection Upgraded 1987

56 Crossing Length 56

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

0.32 * 922582.78 / 60 * 25 *1.1

$135,312

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.32 * 2376 * 46.76 / 20 * 25 $44,441

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.32 * 72889.99 / 60 * 25 $9,719

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

275000 / 25 * 25 $275,000

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

$0 + $135,312 + $44,441 +$9,719 + $275,000 +$75,600

$540,072

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-614-060

Original Current

DARWIN Municipality DARWIN

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

TH 12 TO NO LIM DARWIN Termini TH 12 TO NO LIM DARWIN

670 Present AADT 670

2015 Year of Count 2015

1 Projection Factor 1

670 Projected Traffic 670

RURAL Design Type RURAL

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

2007 Latest Year SA funds 2007

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

SAP 47-614-17 GRADED &SURFACED

SAP 47-614-020, 2007

Comments SAP 47-614-17 GRADED &SURFACED

SAP 47-614-020, 2007

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 * 607735.27 / 60 * 25 *1.1

$119,774

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.43 * 2112 * 46.76 / 20 * 25 $53,082

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.43 * 33326.01 / 60 * 25 $5,971

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $119,774 + $53,082 +$5,971

$178,827

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-614-065

Original Current

DARWIN Municipality DARWIN

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

NO LIM DARWIN TO 250TH ST. Termini NO LIM DARWIN TO 250TH ST.

670 Present AADT 670

2015 Year of Count 2015

1 Projection Factor 1

670 Projected Traffic 670

RURAL Design Type RURAL

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

2007 Latest Year SA funds 2007

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

SAP 47-614-17 GRADED &SURFACED

SAP 47-614-020, 2007

Comments SAP 47-614-17 GRADED &SURFACED

SAP 47-614-020, 2007

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 * 607735.27 / 60 * 25 *1.1

$55,709

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 2112 * 46.76 / 20 * 25 $24,689

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 33326.01 / 60 * 25 $2,777

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $55,709 + $24,689 +$2,777

$83,175

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-614-070

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.5 Segment Length 2.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

250TH ST. TO CSAH 11 Termini 250TH ST. TO CSAH 11

670 Present AADT 670

2015 Year of Count 2015

1 Projection Factor 1

670 Projected Traffic 670

RURAL Design Type RURAL

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

2007 Latest Year SA funds 2007

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

GRADED SAP 47-614-18 IN 2006

SURFACED SAP 47-614-19 IN 2007

Comments GRADED SAP 47-614-18 IN 2006

SURFACED SAP 47-614-19 IN 2007

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

2.5 * 607735.27 / 60 * 25 *1.1

$696,363

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.5 * 2112 * 46.76 / 20 * 25 $308,616

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.5 * 33326.01 / 60 * 25 $34,715

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $696,363 + $308,616+ $34,715

$1,039,694

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-614-080

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.3 Segment Length 4.3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 11 TO TH 24 Termini CSAH 11 TO TH 24

670 Present AADT 670

2015 Year of Count 2015

1 Projection Factor 1

670 Projected Traffic 670

RURAL Design Type RURAL

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

2007 Latest Year SA funds 2007

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

GRADED SAP 47-614-18 IN 2006

SURFACED SAP 47-614-19 IN 2007

Comments GRADED SAP 47-614-18 IN 2006

SURFACED SAP 47-614-19 IN 2007

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

4.3 * 607735.27 / 60 * 25 *1.1

$1,197,745

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.3 * 2112 * 46.76 / 20 * 25 $530,820

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.3 * 33326.01 / 60 * 25 $59,709

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,197,745 + $530,820+ $59,709

$1,788,274

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-615-010

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

SO CO LINE TO CSAH 5 Termini SO CO LINE TO CSAH 5

390 Present AADT 390

2015 Year of Count 2015

1 Projection Factor 1

390 Projected Traffic 390

RURAL Design Type RURAL

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

2009 Latest Year SA funds 2009

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

GRADED IN 2008, SP 47-615-06PAVED IN 2009, SAP 47-615-07

Comments GRADED IN 2008, SP 47-615-06PAVED IN 2009, SAP 47-615-07

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 * 607735.27 / 60 * 25 * 1.1 $557,091

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2 * 2112 * 46.76 / 20 * 25 $246,893

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2 * 33326.01 / 60 * 25 $27,772

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $557,091 + $246,893+ $27,772

$831,756

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-615-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.9 Segment Length 2.9

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 5 TO 200TH STREET (TWPRD 210)

Termini CSAH 5 TO 200TH STREET (TWPRD 210)

680 Present AADT 680

2015 Year of Count 2015

1 Projection Factor 1

680 Projected Traffic 680

RURAL Design Type RURAL

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

2009 Latest Year SA funds 2009

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

GRADED 2008, SP 47-615-06PAVED IN 2009, SAP 47-615-07

Comments GRADED 2008, SP 47-615-06PAVED IN 2009, SAP 47-615-07

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

2.9 * 607735.27 / 60 * 25 *1.1

$807,781

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.9 * 2112 * 46.76 / 20 * 25 $357,995

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.9 * 33326.01 / 60 * 25 $40,269

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $807,781 + $357,995+ $40,269

$1,206,045

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-615-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.1 Segment Length 2.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

200TH STREET (TWP RD 210) TOCSAH 6

Termini 200TH STREET (TWP RD 210) TOCSAH 6

680 Present AADT 680

2015 Year of Count 2015

1 Projection Factor 1

680 Projected Traffic 680

RURAL Design Type RURAL

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

2009 Latest Year SA funds 2009

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

GRADED 2008, SP 47-615-06PAVED IN 2009, SAP 47-615-07

Comments GRADED 2008, SP 47-615-06PAVED IN 2009, SAP 47-615-07

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

2.1 * 607735.27 / 60 * 25 *1.1

$584,945

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.1 * 2112 * 46.76 / 20 * 25 $259,237

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.1 * 33326.01 / 60 * 25 $29,160

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $584,945 + $259,237+ $29,160

$873,342

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-616-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4 Segment Length 4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W CO LINE TO TH 4 Termini W CO LINE TO TH 4

385 Present AADT 385

2015 Year of Count 2015

1 Projection Factor 1

385 Projected Traffic 385

RURAL Design Type RURAL

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

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

Culvert Information Status: Original

Original Current

90936 Structure Number 90936

1.28 Milepoint 1.28

1966 Year Built 1966

JUD DITCH # 17 Feature Crossed JUD DITCH # 17

Type of Service

1 Number of Barrels 1

12 Culvert Width 12

8 Culvert Height 8

113 Culvert Length 113

73.99965972 Area of Waterway Opening 73.99965972

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

4 * 607735.27 / 60 * 25 * 1.1 $1,114,181

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4 * 2112 * 46.76 / 20 * 25 $493,786

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4 * 33326.01 / 60 * 25 $55,543

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

113 * 73.99965972 * 15.47 /100 * 25 * 1.15

$37,191

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

$0 + $1,114,181 + $493,786+ $55,543 + $37,191

$1,700,701

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-616-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

6.5 Segment Length 6.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 4 TO TH 22 Termini TH 4 TO TH 22

335 Present AADT 335

2015 Year of Count 2015

1 Projection Factor 1

335 Projected Traffic 335

RURAL Design Type RURAL

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

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

Culvert Information Status: Original

Original Current

47J01 Structure Number 47J01

7.13 Milepoint 7.13

1997 Year Built 1997

GROVE CREEK Feature Crossed GROVE CREEK

Type of Service

2 Number of Barrels 2

8 Culvert Width 8

6 Culvert Height 6

60 Culvert Length 60

92.00012969 Area of Waterway Opening 92.00012969

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

6.5 * 607735.27 / 60 * 25 *1.1

$1,810,545

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

6.5 * 2112 * 46.76 / 20 * 25 $802,402

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

6.5 * 33326.01 / 60 * 25 $90,258

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

60 * 92.00012969 * 15.47 /100 * 25 * 1.15

$24,551

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

$0 + $1,810,545 + $802,402+ $90,258 + $24,551

$2,727,756

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-617-010

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

TH 24 TO 350TH STREET (TWP RD137)

Termini TH 24 TO 350TH STREET (TWP RD137)

290 Present AADT 290

2015 Year of Count 2015

1 Projection Factor 1

290 Projected Traffic 290

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

1.2 * 607735.27 / 60 * 25 *1.1

$334,254

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.2 * 2112 * 46.76 / 20 * 25 $148,136

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.2 * 33326.01 / 60 * 25 $16,663

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $334,254 + $148,136+ $16,663

$499,053

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-617-020

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

350TH STREET (TWP RD 137) TO380TH STREET (TWP RD 286)

Termini 350TH STREET (TWP RD 137) TO380TH STREET (TWP RD 286)

455 Present AADT 455

2015 Year of Count 2015

1 Projection Factor 1

455 Projected Traffic 455

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

Bridge Information Status: Original

Original Current

47530 Structure Number 47530

2.44 Milepoint 2.44

1984 Year Built 1984

CLEARWATER RIVER Feature Crossed CLEARWATER RIVER

Type of Service

Number of Spans

65.4 Bridge Length 65.4

34 Bridge Width 34

100% Shared Structure 100%

Comments

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

Culvert Information Status: Original

Original Current

92967 Structure Number 92967

3.32 Milepoint 3.32

1973 Year Built 1973

CLEARWATER RIVER Feature Crossed CLEARWATER RIVER

Type of Service

1 Number of Barrels 1

14 Culvert Width 14

10 Culvert Height 10

49 Culvert Length 49

98.99989386 Area of Waterway Opening 98.99989386

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Culvert Information Status: Original

Original Current

97780 Structure Number 97780

2.95 Milepoint 2.95

1996 Year Built 1996

CLEARWATER RIVER Feature Crossed CLEARWATER RIVER

Type of Service

2 Number of Barrels 2

8 Culvert Width 8

6 Culvert Height 6

60 Culvert Length 60

95.99999493 Area of Waterway Opening 95.99999493

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

3.3 * 607735.27 / 60 * 25 *1.1

$919,200

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.3 * 2112 * 46.76 / 20 * 25 $407,373

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.3 * 33326.01 / 60 * 25 $45,823

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

65.4 * 34 * 152 / 80 * 25 *1.15

$121,464

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

49 * 98.99989386 * 15.47 /100 * 25 * 1.15

$21,575

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

60 * 95.99999493 * 15.47 /100 * 25 * 1.15

$25,618

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

$0 + $919,200 + $407,373+ $45,823 + $121,464 +$21,575 + $25,618

$1,541,053

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-617-030

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

380TH STREET (TWP RD286) TOTH 55

Termini 380TH STREET (TWP RD286) TOTH 55

455 Present AADT 455

2015 Year of Count 2015

1 Projection Factor 1

455 Projected Traffic 455

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

1 * 607735.27 / 60 * 25 * 1.1 $278,545

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 46.76 / 20 * 25 $123,446

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 33326.01 / 60 * 25 $13,886

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $278,545 + $123,446+ $13,886

$415,877

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-618-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3 Segment Length 3

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 35 TO TH 22 Termini CSAH 35 TO TH 22

75 Present AADT 75

2015 Year of Count 2015

1 Projection Factor 1

75 Projected Traffic 75

RURAL Design Type RURAL

1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )

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

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

3 * 303867.64 / 60 * 25 * 1.1 $417,818

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

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

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$417,818 + $210,893 + $0 $628,711

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-618-020

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

TH 22 TO CSAH 9 Termini TH 22 TO CSAH 9

510 Present AADT 510

2015 Year of Count 2015

1 Projection Factor 1

510 Projected Traffic 510

RURAL Design Type RURAL

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SAP 047-618-011 M&OL Comments 2013 SAP 047-618-011 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

3.3 * 607735.27 / 60 * 25 *1.1

$919,200

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.3 * 2112 * 46.76 / 20 * 25 $407,373

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.3 * 33326.01 / 60 * 25 $45,823

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $919,200 + $407,373+ $45,823

$1,372,396

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-618-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.6 Segment Length 3.6

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 9 TO TH 15 Termini CSAH 9 TO TH 15

870 Present AADT 870

2015 Year of Count 2015

1 Projection Factor 1

870 Projected Traffic 870

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 SAP 047-618-012 OL Comments 2015 SAP 047-618-012 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

3.6 * 607735.27 / 60 * 25 *1.1

$1,002,763

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.6 * 2112 * 46.76 / 20 * 25 $444,407

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.6 * 33326.01 / 60 * 25 $49,989

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,002,763 + $444,407+ $49,989

$1,497,159

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-618-040

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

TH 15 TO 1.0 MI E Termini TH 15 TO 1.0 MI E

550 Present AADT 550

2015 Year of Count 2015

1 Projection Factor 1

550 Projected Traffic 550

RURAL Design Type RURAL

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

2008 Latest Year SA funds 2008

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

SURFACED IN 2008, SAP 47-618-10 Comments SURFACED IN 2008, SAP 47-618-10

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 * 607735.27 / 60 * 25 * 1.1 $278,545

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 46.76 / 20 * 25 $123,446

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 33326.01 / 60 * 25 $13,886

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $278,545 + $123,446+ $13,886

$415,877

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-618-041

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

1.0 MI E OF TH 15 TO 720THAVENUE (TWP RD 208)

Termini 1.0 MI E OF TH 15 TO 720THAVENUE (TWP RD 208)

550 Present AADT 550

2015 Year of Count 2015

1 Projection Factor 1

550 Projected Traffic 550

RURAL Design Type RURAL

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

2008 Latest Year SA funds 2008

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

SURFACED IN 2008, SAP 47-618-10 Comments SURFACED IN 2008, SAP 47-618-10

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 * 607735.27 / 60 * 25 *1.1

$473,527

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.7 * 2112 * 46.76 / 20 * 25 $209,859

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.7 * 33326.01 / 60 * 25 $23,606

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $473,527 + $209,859+ $23,606

$706,992

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-618-050

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

720TH AVENUE (TWP RD 208) TO185TH STREET (TWP RD 219)

Termini 720TH AVENUE (TWP RD 208) TO185TH STREET (TWP RD 219)

550 Present AADT 550

2015 Year of Count 2015

1 Projection Factor 1

550 Projected Traffic 550

RURAL Design Type RURAL

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

2008 Latest Year SA funds 2008

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

SURFACED IN 2008, SAP 47-618-10 Comments SURFACED IN 2008, SAP 47-618-10

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 * 607735.27 / 60 * 25 *1.1

$501,382

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.8 * 2112 * 46.76 / 20 * 25 $222,204

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.8 * 33326.01 / 60 * 25 $24,995

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $501,382 + $222,204+ $24,995

$748,581

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-618-060

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.1 Segment Length 3.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

185TH STREET TWP RD 219) TONO JCT TH 15

Termini 185TH STREET TWP RD 219) TONO JCT TH 15

550 Present AADT 550

2015 Year of Count 2015

1 Projection Factor 1

550 Projected Traffic 550

RURAL Design Type RURAL

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

2008 Latest Year SA funds 2008

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

SURFACED IN 2008, SAP 47-618-10 Comments SURFACED IN 2008, SAP 47-618-10

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

3.1 * 607735.27 / 60 * 25 *1.1

$863,491

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.1 * 2112 * 46.76 / 20 * 25 $382,684

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.1 * 33326.01 / 60 * 25 $43,046

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $863,491 + $382,684+ $43,046

$1,289,221

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-619-010

Original Current

KINGSTON Municipality KINGSTON

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

CSAH 27 TO 0.06 M N Termini CSAH 27 TO 0.06 M N

495 Present AADT 495

2015 Year of Count 2015

1 Projection Factor 1

495 Projected Traffic 495

URBAN Design Type URBAN

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

1973 Latest Year SA funds 1973

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 * 1892111.74 / 60 * 25* 1.15

$54,398

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.06 * 2904 * 46.76 / 15 * 25 $13,579

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.06 * 10842.12 / 60 * 25 $271

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $54,398 + $13,579 +$271

$68,248

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-619-020

Original Current

KINGSTON Municipality KINGSTON

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

0.06 M TO 0.15 M N OF CSAH 27 Termini 0.06 M TO 0.15 M N OF CSAH 27

495 Present AADT 495

2015 Year of Count 2015

1 Projection Factor 1

495 Projected Traffic 495

RURAL Design Type RURAL

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

1973 Latest Year SA funds 1973

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 * 607735.27 / 60 * 25 *1.1

$25,069

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.09 * 2112 * 46.76 / 20 * 25 $11,110

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.09 * 33326.01 / 60 * 25 $1,250

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $25,069 + $11,110 +$1,250

$37,429

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-619-030

Original Current

KINGSTON Municipality KINGSTON

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

0.15 MI NO CSAH 27 TO NO LIMKINGSTON

Termini 0.15 MI NO CSAH 27 TO NO LIMKINGSTON

495 Present AADT 495

2015 Year of Count 2015

1 Projection Factor 1

495 Projected Traffic 495

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 * 607735.27 / 60 * 25 *1.1

$83,564

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2112 * 46.76 / 20 * 25 $37,034

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 33326.01 / 60 * 25 $4,166

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $83,564 + $37,034 +$4,166

$124,764

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-619-040

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.8 Segment Length 4.8

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

N LIM KINGSTON TO E CO LINE Termini N LIM KINGSTON TO E CO LINE

420 Present AADT 420

2015 Year of Count 2015

1 Projection Factor 1

420 Projected Traffic 420

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

Culvert Information Status: Original

Original Current

47J03 Structure Number 47J03

4.07 Milepoint 4.07

1999 Year Built 1999

DITCH Feature Crossed DITCH

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

10 Culvert Width 10

5 Culvert Height 5

66 Culvert Length 66

50.00046828 Area of Waterway Opening 50.00046828

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

4.8 * 607735.27 / 60 * 25 *1.1

$1,337,018

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.8 * 2112 * 46.76 / 20 * 25 $592,543

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.8 * 33326.01 / 60 * 25 $66,652

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

66 * 50.00046828 * 15.47 /100 * 25 * 1.15

$14,677

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

$0 + $1,337,018 + $592,543+ $66,652 + $14,677

$2,010,890

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-620-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.5 Segment Length 2.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

375TH STREET (TWP RD 6) TO NOCO LINE

Termini 375TH STREET (TWP RD 6) TO NOCO LINE

690 Present AADT 690

2015 Year of Count 2015

1 Projection Factor 1

690 Projected Traffic 690

RURAL Design Type RURAL

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

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

2.5 * 607735.27 / 60 * 25 *1.1

$696,363

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.5 * 2112 * 46.76 / 20 * 25 $308,616

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.5 * 33326.01 / 60 * 25 $34,715

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $696,363 + $308,616+ $34,715

$1,039,694

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-620-020

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

ALONG NORTH COUNTY LINE Termini ALONG NORTH COUNTY LINE

345 Present AADT 345

2015 Year of Count 2015

1 Projection Factor 1

345 Projected Traffic 345

RURAL Design Type RURAL

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

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

1.3 * 607735.27 / 60 * 25 *1.1

$362,109

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.3 * 2112 * 46.76 / 20 * 25 $160,480

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.3 * 33326.01 / 60 * 25 $18,052

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $362,109 + $160,480+ $18,052

$540,641

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-620-030

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

NORTH COUNTY LINE TO 0.10 MIW OF 390TH STREET (CO RD 289)

Termini NORTH COUNTY LINE TO 0.10 MIW OF 390TH STREET (CO RD 289)

345 Present AADT 345

2015 Year of Count 2015

1 Projection Factor 1

345 Projected Traffic 345

RURAL Design Type RURAL

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

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 * 607735.27 / 60 * 25 * 1.1 $278,545

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 46.76 / 20 * 25 $123,446

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 33326.01 / 60 * 25 $13,886

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $278,545 + $123,446+ $13,886

$415,877

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-620-040

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

0.10 MI W OF 390TH ST.(CO RD 289TO 1.0 MI W OF TH 4

Termini 0.10 MI W OF 390TH ST.(CO RD 289TO 1.0 MI W OF TH 4

550 Present AADT 550

2015 Year of Count 2015

1 Projection Factor 1

550 Projected Traffic 550

RURAL Design Type RURAL

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

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

0.5 * 607735.27 / 60 * 25 *1.1

$139,273

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2112 * 46.76 / 20 * 25 $61,723

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 33326.01 / 60 * 25 $6,943

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $139,273 + $61,723 +$6,943

$207,939

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-620-050

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

1.0 MI W TO TH 4 Termini 1.0 MI W TO TH 4

550 Present AADT 550

2015 Year of Count 2015

1 Projection Factor 1

550 Projected Traffic 550

RURAL Design Type RURAL

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

2012 Latest Year SA funds 2012

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2012 SAP 047-620-012 OL Comments 2012 SAP 047-620-012 OL

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

47505 Structure Number 47505

8.86 Milepoint 8.86

1992 Year Built 1992

N FK CROW RIVER Feature Crossed N FK CROW RIVER

Type of Service

Number of Spans

40 Bridge Length 40

40 Bridge Width 40

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

1 * 607735.27 / 60 * 25 * 1.1 $278,545

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 46.76 / 20 * 25 $123,446

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 33326.01 / 60 * 25 $13,886

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

40 * 40 * 152 / 80 * 25 *1.15

$87,400

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

$0 + $278,545 + $123,446+ $13,886 + $87,400

$503,277

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-621-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.8 Segment Length 2.8

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 14 TO 708TH AVENUE (CORD 195)

Termini CSAH 14 TO 708TH AVENUE (CORD 195)

290 Present AADT 290

2015 Year of Count 2015

1 Projection Factor 1

290 Projected Traffic 290

RURAL Design Type RURAL

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

2012 Latest Year SA funds 2012

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2012 SAP 047-621-012 OL Comments 2012 SAP 047-621-012 OL

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

47J05 Structure Number 47J05

2.36 Milepoint 2.36

1999 Year Built 1999

CO DITCH # 36 Feature Crossed CO DITCH # 36

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

14 Culvert Width 14

8 Culvert Height 8

64 Culvert Length 64

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

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

2.8 * 607735.27 / 60 * 25 *1.1

$779,927

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.8 * 2112 * 46.76 / 20 * 25 $345,650

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.8 * 33326.01 / 60 * 25 $38,880

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

64 * 98.99989386 * 15.47 /100 * 25 * 1.15

$28,180

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

$0 + $779,927 + $345,650+ $38,880 + $28,180

$1,192,637

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-621-011

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

708TH AVENUE (TWP RD 195) TOTH 15

Termini 708TH AVENUE (TWP RD 195) TOTH 15

290 Present AADT 290

2015 Year of Count 2015

1 Projection Factor 1

290 Projected Traffic 290

RURAL Design Type RURAL

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

2012 Latest Year SA funds 2012

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2012 SAP 047-621-012 OL Comments 2012 SAP 047-621-012 OL

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

92002 Structure Number 92002

3.43 Milepoint 3.43

1965 Year Built 1965

CO DITCH # 36 Feature Crossed CO DITCH # 36

Type of Service

1 Number of Barrels 1

14 Culvert Width 14

8 Culvert Height 8

80 Culvert Length 80

82.00046659 Area of Waterway Opening 82.00046659

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

1.6 * 607735.27 / 60 * 25 *1.1

$445,673

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.6 * 2112 * 46.76 / 20 * 25 $197,514

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.6 * 33326.01 / 60 * 25 $22,217

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

80 * 82.00046659 * 15.47 /100 * 25 * 1.15

$29,177

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

$0 + $445,673 + $197,514+ $22,217 + $29,177

$694,581

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-621-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.2 Segment Length 2.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 15 TO 738TH AVENUE (CO RD255)

Termini TH 15 TO 738TH AVENUE (CO RD255)

550 Present AADT 550

2015 Year of Count 2015

1 Projection Factor 1

550 Projected Traffic 550

RURAL Design Type RURAL

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

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

Bridge Information Status: Original

Original Current

47503 Structure Number 47503

5.03 Milepoint 5.03

1962 Year Built 1962

WASHINGTON CREEK Feature Crossed WASHINGTON CREEK

Type of Service

Number of Spans

57.9 Bridge Length 57.9

31.6 Bridge Width 31.6

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

2.2 * 607735.27 / 60 * 25 *1.1

$612,800

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.2 * 2112 * 46.76 / 20 * 25 $271,582

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.2 * 33326.01 / 60 * 25 $30,549

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

57.9 * 31.6 * 152 / 80 * 25 *1.15

$99,944

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

$0 + $612,800 + $271,582+ $30,549 + $99,944

$1,014,875

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-621-030

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

738TH AVENUE (CO RD 255) TO ECO LINE

Termini 738TH AVENUE (CO RD 255) TO ECO LINE

550 Present AADT 550

2015 Year of Count 2015

1 Projection Factor 1

550 Projected Traffic 550

RURAL Design Type RURAL

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

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

Culvert Information Status: Original

Original Current

92554 Structure Number 92554

6.8 Milepoint 6.8

1969 Year Built 1969

OUTLET BIG SWAN LAKE Feature Crossed OUTLET BIG SWAN LAKE

Type of Service

1 Number of Barrels 1

14 Culvert Width 14

8 Culvert Height 8

51 Culvert Length 51

81.00050028 Area of Waterway Opening 81.00050028

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

1 * 607735.27 / 60 * 25 * 1.1 $278,545

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 46.76 / 20 * 25 $123,446

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 33326.01 / 60 * 25 $13,886

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

51 * 81.00050028 * 15.47 /100 * 25 * 1.15

$18,373

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

$0 + $278,545 + $123,446+ $13,886 + $18,373

$434,250

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-622-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1 Segment Length 1

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

WEST COUNTY LINE TO 1.0 MIEAST

Termini WEST COUNTY LINE TO 1.0 MIEAST

85 Present AADT 85

2015 Year of Count 2015

1 Projection Factor 1

85 Projected Traffic 85

RURAL Design Type RURAL

1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )

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

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1 * 303867.64 / 60 * 25 * 1.1 $139,273

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

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

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$139,273 + $70,298 + $0 $209,571

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-622-011

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.5 Segment Length 1.5

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

1.0 MI E OF W CO LINE TO 530THAVENUE (CO RD 273)

Termini 1.0 MI E OF W CO LINE TO 530THAVENUE (CO RD 273)

85 Present AADT 85

2015 Year of Count 2015

1 Projection Factor 1

85 Projected Traffic 85

RURAL Design Type RURAL

1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )

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

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.5 * 303867.64 / 60 * 25 *1.1

$208,909

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

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

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.5 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$208,909 + $105,446 + $0 $314,355

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-622-012

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.5 Segment Length 0.5

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

530TH AVENUE (CO RD 273) TO TH4

Termini 530TH AVENUE (CO RD 273) TO TH4

85 Present AADT 85

2015 Year of Count 2015

1 Projection Factor 1

85 Projected Traffic 85

RURAL Design Type RURAL

1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )

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

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.5 * 303867.64 / 60 * 25 *1.1

$69,636

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 546 * 10.3 / 2 * 25 $35,149

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$69,636 + $35,149 + $0 $104,785

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-622-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.5 Segment Length 4.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 4 TO CSAH 1 Termini TH 4 TO CSAH 1

225 Present AADT 225

2015 Year of Count 2015

1 Projection Factor 1

225 Projected Traffic 225

RURAL Design Type RURAL

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SAP 047-622-006 M&OL Comments 2013 SAP 047-622-006 M&OL

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

92133 Structure Number 92133

4.32 Milepoint 4.32

1970 Year Built 1970

BELLE CREEK Feature Crossed BELLE CREEK

Type of Service

1 Number of Barrels 1

10 Culvert Width 10

7 Culvert Height 7

70 Culvert Length 70

51.00043459 Area of Waterway Opening 51.00043459

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

4.5 * 607735.27 / 60 * 25 *1.1

$1,253,454

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.5 * 2112 * 46.76 / 20 * 25 $555,509

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.5 * 33326.01 / 60 * 25 $62,486

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

70 * 51.00043459 * 15.47 /100 * 25 * 1.15

$15,878

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

$0 + $1,253,454 + $555,509+ $62,486 + $15,878

$1,887,327

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-623-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.1 Segment Length 3.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

WEST COUNTY LINE TO TH 4 Termini WEST COUNTY LINE TO TH 4

260 Present AADT 260

2015 Year of Count 2015

1 Projection Factor 1

260 Projected Traffic 260

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

3.1 * 607735.27 / 60 * 25 *1.1

$863,491

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.1 * 2112 * 46.76 / 20 * 25 $382,684

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.1 * 33326.01 / 60 * 25 $43,046

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $863,491 + $382,684+ $43,046

$1,289,221

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-623-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.7 Segment Length 5.7

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 4 TO CSAH 1 Termini TH 4 TO CSAH 1

630 Present AADT 630

2015 Year of Count 2015

1 Projection Factor 1

630 Projected Traffic 630

RURAL Design Type RURAL

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

2004 Latest Year SA funds 2004

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

SURFACING SAP 47-623-06 Comments SURFACING SAP 47-623-06

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

5.7 * 607735.27 / 60 * 25 *1.1

$1,587,708

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.7 * 2112 * 46.76 / 20 * 25 $703,644

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.7 * 33326.01 / 60 * 25 $79,149

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,587,708 + $703,644+ $79,149

$2,370,501

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-624-010

Original Current

DARWIN Municipality DARWIN

0.85 Segment Length 0.85

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 12 TO E LIM DARWIN Termini TH 12 TO E LIM DARWIN

325 Present AADT 325

2015 Year of Count 2015

1 Projection Factor 1

325 Projected Traffic 325

RURAL Design Type RURAL

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

1985 Latest Year SA funds 1985

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

0.85 * 607735.27 / 60 * 25 *1.1

$236,764

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.85 * 2112 * 46.76 / 20 * 25 $104,929

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.85 * 33326.01 / 60 * 25 $11,803

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $236,764 + $104,929+ $11,803

$353,496

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-624-020

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

E LIM DARWIN TO 260TH STREET(TWP RD 153)

Termini E LIM DARWIN TO 260TH STREET(TWP RD 153)

155 Present AADT 155

2015 Year of Count 2015

1 Projection Factor 1

155 Projected Traffic 155

RURAL Design Type RURAL

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

1985 Latest Year SA funds 1985

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 * 607735.27 / 60 * 25 *1.1

$473,527

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.7 * 2112 * 46.76 / 20 * 25 $209,859

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.7 * 33326.01 / 60 * 25 $23,606

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $473,527 + $209,859+ $23,606

$706,992

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-624-021

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

260TH STREET (TWP RD 153) TO705TH AVENUE (TWP RD 200)

Termini 260TH STREET (TWP RD 153) TO705TH AVENUE (TWP RD 200)

155 Present AADT 155

2015 Year of Count 2015

1 Projection Factor 1

155 Projected Traffic 155

RURAL Design Type RURAL

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

1971 Latest Year SA funds 1971

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 * 607735.27 / 60 * 25 * 1.1 $557,091

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2 * 2112 * 46.76 / 20 * 25 $246,893

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2 * 33326.01 / 60 * 25 $27,772

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $557,091 + $246,893+ $27,772

$831,756

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-624-022

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

705TH AVENUE (TWP RD 200) TOTH 15

Termini 705TH AVENUE (TWP RD 200) TOTH 15

290 Present AADT 290

2015 Year of Count 2015

1 Projection Factor 1

290 Projected Traffic 290

RURAL Design Type RURAL

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

1968 Latest Year SA funds 1968

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

97588 Structure Number 97588

6.1 Milepoint 6.1

1994 Year Built 1994

WASHINGTON CREEK Feature Crossed WASHINGTON CREEK

Type of Service

1 Number of Barrels 1

12 Culvert Width 12

7 Culvert Height 7

70 Culvert Length 70

84.00039921 Area of Waterway Opening 84.00039921

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

1.6 * 607735.27 / 60 * 25 *1.1

$445,673

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.6 * 2112 * 46.76 / 20 * 25 $197,514

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.6 * 33326.01 / 60 * 25 $22,217

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

70 * 84.00039921 * 15.47 /100 * 25 * 1.15

$26,152

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

$0 + $445,673 + $197,514+ $22,217 + $26,152

$691,556

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-624-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

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

TH 15 TO CSAH 4 Termini TH 15 TO CSAH 4

154 Present AADT 154

2015 Year of Count 2015

1.4 Projection Factor 1.4

154 Projected Traffic 154

RURAL Design Type RURAL

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

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

1.1 * 607735.27 / 60 * 25 *1.1

$306,400

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.1 * 2112 * 46.76 / 20 * 25 $135,791

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.1 * 33326.01 / 60 * 25 $15,274

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $306,400 + $135,791+ $15,274

$457,465

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-625-010

Original Current

GROVE CITY Municipality GROVE CITY

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 12 TO NORTH AVE Termini TH 12 TO NORTH AVE

420 Present AADT 420

2015 Year of Count 2015

1 Projection Factor 1

420 Projected Traffic 420

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

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 * 1892111.74 / 60 * 25 *1.15

$90,664

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2904 * 46.76 / 15 * 25 $22,632

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 10842.12 / 60 * 25 $452

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $90,664 + $22,632 +$452

$113,748

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-625-019

Original Current

GROVE CITY Municipality GROVE CITY

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

NORTH AVE TO NO LIM GROVECITY

Termini NORTH AVE TO NO LIM GROVECITY

420 Present AADT 420

2015 Year of Count 2015

1 Projection Factor 1

420 Projected Traffic 420

RURAL Design Type RURAL

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

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

0.1 * 607735.27 / 60 * 25 *1.1

$27,855

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2112 * 46.76 / 20 * 25 $12,345

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 33326.01 / 60 * 25 $1,389

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $27,855 + $12,345 +$1,389

$41,589

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-625-020

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 LIM GROVE CITY TO 295THSTREET (CO RD 39)

Termini NO LIM GROVE CITY TO 295THSTREET (CO RD 39)

420 Present AADT 420

2015 Year of Count 2015

1 Projection Factor 1

420 Projected Traffic 420

RURAL Design Type RURAL

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

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

1.8 * 607735.27 / 60 * 25 *1.1

$501,382

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.8 * 2112 * 46.76 / 20 * 25 $222,204

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.8 * 33326.01 / 60 * 25 $24,995

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $501,382 + $222,204+ $24,995

$748,581

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-625-021

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.5 Segment Length 2.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

295TH STREET (CO RD 39) TOCSAH 16

Termini 295TH STREET (CO RD 39) TOCSAH 16

195 Present AADT 195

2015 Year of Count 2015

1 Projection Factor 1

195 Projected Traffic 195

RURAL Design Type RURAL

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

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

2.5 * 607735.27 / 60 * 25 *1.1

$696,363

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.5 * 2112 * 46.76 / 20 * 25 $308,616

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.5 * 33326.01 / 60 * 25 $34,715

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $696,363 + $308,616+ $34,715

$1,039,694

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-625-030

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

CSAH 16 TO CSAH 3 Termini CSAH 16 TO CSAH 3

156 Present AADT 156

2015 Year of Count 2015

1.2 Projection Factor 1.2

156 Projected Traffic 156

RURAL Design Type RURAL

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

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

Bridge Information Status: Original

Original Current

47534 Structure Number 47534

6.73 Milepoint 6.73

2000 Year Built 2000

Mid Fork Crow River Feature Crossed Mid Fork Crow River

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Spans 1

74.2 Bridge Length 74.2

39.1 Bridge Width 39.1

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 * 607735.27 / 60 * 25 * 1.1 $835,636

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3 * 2112 * 46.76 / 20 * 25 $370,339

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3 * 33326.01 / 60 * 25 $41,658

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

74.2 * 39.1 * 152 / 80 * 25 *1.15

$158,479

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

$0 + $835,636 + $370,339+ $41,658 + $158,479

$1,406,112

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-625-040

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 3 TO 360TH STREET (CO RD11)

Termini CSAH 3 TO 360TH STREET (CO RD11)

154 Present AADT 154

2015 Year of Count 2015

1.4 Projection Factor 1.4

154 Projected Traffic 154

RURAL Design Type RURAL

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

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 * 607735.27 / 60 * 25 * 1.1 $278,545

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 46.76 / 20 * 25 $123,446

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 33326.01 / 60 * 25 $13,886

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $278,545 + $123,446+ $13,886

$415,877

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-625-050

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

360TH STREET (CO RD 11) TO390TH STREET (CO RD 2)

Termini 360TH STREET (CO RD 11) TO390TH STREET (CO RD 2)

154 Present AADT 154

2015 Year of Count 2015

1.4 Projection Factor 1.4

154 Projected Traffic 154

RURAL Design Type RURAL

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

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

3 * 607735.27 / 60 * 25 * 1.1 $835,636

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3 * 2112 * 46.76 / 20 * 25 $370,339

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3 * 33326.01 / 60 * 25 $41,658

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $835,636 + $370,339+ $41,658

$1,247,633

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-625-060

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

390TH STREET (CO RD 2) TOCSAH 20

Termini 390TH STREET (CO RD 2) TOCSAH 20

154 Present AADT 154

2015 Year of Count 2015

1.4 Projection Factor 1.4

154 Projected Traffic 154

RURAL Design Type RURAL

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

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 * 607735.27 / 60 * 25 * 1.1 $278,545

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 46.76 / 20 * 25 $123,446

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 33326.01 / 60 * 25 $13,886

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $278,545 + $123,446+ $13,886

$415,877

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-626-010

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

S CO LINE TO 130TH STREET(TWP RD 96B)

Termini S CO LINE TO 130TH STREET(TWP RD 96B)

500 Present AADT 500

2015 Year of Count 2015

1 Projection Factor 1

500 Projected Traffic 500

RURAL Design Type RURAL

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

2004 Latest Year SA funds 2004

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

92943 Structure Number 92943

0.86 Milepoint 0.86

1974 Year Built 1974

STREAM Feature Crossed STREAM

Type of Service

1 Number of Barrels 1

12 Culvert Width 12

8 Culvert Height 8

58 Culvert Length 58

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

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

3 * 607735.27 / 60 * 25 * 1.1 $835,636

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3 * 2112 * 46.76 / 20 * 25 $370,339

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3 * 33326.01 / 60 * 25 $41,658

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

58 * 65.99992924 * 15.47 /100 * 25 * 1.15

$17,025

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

$0 + $835,636 + $370,339+ $41,658 + $17,025

$1,264,658

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-626-020

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

130TH STREET (TWP RD 96) TO SOLIM CEDAR MILLS

Termini 130TH STREET (TWP RD 96) TO SOLIM CEDAR MILLS

500 Present AADT 500

2015 Year of Count 2015

1 Projection Factor 1

500 Projected Traffic 500

RURAL Design Type RURAL

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

2004 Latest Year SA funds 2004

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 * 607735.27 / 60 * 25 *1.1

$27,855

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2112 * 46.76 / 20 * 25 $12,345

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 33326.01 / 60 * 25 $1,389

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $27,855 + $12,345 +$1,389

$41,589

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-626-040

Original Current

CEDAR MILLS Municipality CEDAR MILLS

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 LIMITS CEDAR MILLS TO TH 7 Termini S LIMITS CEDAR MILLS TO TH 7

500 Present AADT 500

2015 Year of Count 2015

1 Projection Factor 1

500 Projected Traffic 500

URBAN Design Type URBAN

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

2004 Latest Year SA funds 2004

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

47504 Structure Number 47504

3.15 Milepoint 3.15

1963 Year Built 1963

S FK CROW RIVER Feature Crossed S FK CROW RIVER

Type of Service

Number of Spans

94.6 Bridge Length 94.6

31.8 Bridge Width 31.8

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

0.4 * 1892111.74 / 60 * 25 *1.15

$362,655

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2904 * 46.76 / 15 * 25 $90,527

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 10842.12 / 60 * 25 $1,807

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

94.6 * 31.8 * 152 / 80 * 25 *1.15

$164,327

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

$0 + $362,655 + $90,527 +$1,807 + $164,327

$619,316

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-627-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.4 Segment Length 3.4

PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 24 TO WEST LIMITS KINGSTON Termini TH 24 TO WEST LIMITS KINGSTON

550 Present AADT 550

2015 Year of Count 2015

1 Projection Factor 1

550 Projected Traffic 550

RURAL Design Type RURAL

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

2010 Latest Year SA funds 2010

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

GRADED UNDER SP 47-627-06 FEDFUNDS IN 2009

SURFACED UNDER SAP 47-627-08STATE AID FUNDS IN 2010

Comments GRADED UNDER SP 47-627-06 FEDFUNDS IN 2009

SURFACED UNDER SAP 47-627-08STATE AID FUNDS IN 2010

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

3.4 * 607735.27 / 60 * 25 *1.1

$947,054

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.4 * 2112 * 46.76 / 20 * 25 $419,718

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.4 * 33326.01 / 60 * 25 $47,212

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $947,054 + $419,718+ $47,212

$1,413,984

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-627-020

Original Current

KINGSTON Municipality KINGSTON

0.11 Segment Length 0.11

PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W LIM KINGSTON TO 0.11 M E (TH15)

Termini W LIM KINGSTON TO 0.11 M E (TH15)

810 Present AADT 810

2015 Year of Count 2015

1 Projection Factor 1

810 Projected Traffic 810

RURAL Design Type RURAL

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

2010 Latest Year SA funds 2010

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

GRADED IN 2009, SP 47-627-06

SURFACE 2010, SAP 47-627-08

Comments GRADED IN 2009, SP 47-627-06

SURFACE 2010, SAP 47-627-08

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

0.11 * 607735.27 / 60 * 25 *1.1

$30,640

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.11 * 2112 * 46.76 / 20 * 25 $13,579

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.11 * 33326.01 / 60 * 25 $1,527

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $30,640 + $13,579 +$1,527

$45,746

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-627-021

Original Current

KINGSTON Municipality KINGSTON

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

0.11 M TO 0.19 M E OF W LIMSKINGSTON

Termini 0.11 M TO 0.19 M E OF W LIMSKINGSTON

810 Present AADT 810

2015 Year of Count 2015

1 Projection Factor 1

810 Projected Traffic 810

URBAN Design Type URBAN

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

1973 Latest Year SA funds 1973

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 * 1892111.74 / 60 * 25* 1.15

$72,531

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.08 * 2904 * 46.76 / 15 * 25 $18,105

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.08 * 10842.12 / 60 * 25 $361

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $72,531 + $18,105 +$361

$90,997

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-627-022

Original Current

KINGSTON Municipality KINGSTON

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

0.19 M TO 0.38 M E OF W LIMSKINGSTON

Termini 0.19 M TO 0.38 M E OF W LIMSKINGSTON

650 Present AADT 650

2015 Year of Count 2015

1 Projection Factor 1

650 Projected Traffic 650

URBAN Design Type URBAN

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

1973 Latest Year SA funds 1973

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 * 1892111.74 / 60 * 25* 1.15

$172,261

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.19 * 2904 * 46.76 / 15 * 25 $43,000

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.19 * 10842.12 / 60 * 25 $858

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $172,261 + $43,000 +$858

$216,119

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-627-023

Original Current

KINGSTON Municipality KINGSTON

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

0.38 M E OF W LIM TO E LIMSKINGSTON

Termini 0.38 M E OF W LIM TO E LIMSKINGSTON

650 Present AADT 650

2015 Year of Count 2015

1 Projection Factor 1

650 Projected Traffic 650

RURAL Design Type RURAL

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

1973 Latest Year SA funds 1973

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 * 607735.27 / 60 * 25 *1.1

$33,425

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.12 * 2112 * 46.76 / 20 * 25 $14,814

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.12 * 33326.01 / 60 * 25 $1,666

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $33,425 + $14,814 +$1,666

$49,905

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-627-024

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

E LIMS KINGSTON TO 0.10 M E Termini E LIMS KINGSTON TO 0.10 M E

650 Present AADT 650

2015 Year of Count 2015

1 Projection Factor 1

650 Projected Traffic 650

RURAL Design Type RURAL

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

1973 Latest Year SA funds 1973

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 * 607735.27 / 60 * 25 *1.1

$27,855

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2112 * 46.76 / 20 * 25 $12,345

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 33326.01 / 60 * 25 $1,389

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $27,855 + $12,345 +$1,389

$41,589

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-627-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.7 Segment Length 2.7

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.1 MI E OF E LIM KINGSTON TO ECO LINE

Termini 0.1 MI E OF E LIM KINGSTON TO ECO LINE

650 Present AADT 650

2015 Year of Count 2015

1 Projection Factor 1

650 Projected Traffic 650

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

PROJECT SAP 47-627-07 GRADEDIN 2011 & PAVED IN 2012

Comments PROJECT SAP 47-627-07 GRADEDIN 2011 & PAVED IN 2012

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

2.7 * 607735.27 / 60 * 25 *1.1

$752,072

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.7 * 2112 * 46.76 / 20 * 25 $333,305

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.7 * 33326.01 / 60 * 25 $37,492

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $752,072 + $333,305+ $37,492

$1,122,869

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-628-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.5 Segment Length 3.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

WEST COUNTY LINE TO TH 4 Termini WEST COUNTY LINE TO TH 4

170 Present AADT 170

2015 Year of Count 2015

1 Projection Factor 1

170 Projected Traffic 170

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

3.5 * 607735.27 / 60 * 25 *1.1

$974,909

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.5 * 2112 * 46.76 / 20 * 25 $432,062

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.5 * 33326.01 / 60 * 25 $48,600

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $974,909 + $432,062+ $48,600

$1,455,571

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-628-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5 Segment Length 5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 4 TO CSAH 1 Termini TH 4 TO CSAH 1

345 Present AADT 345

2015 Year of Count 2015

1 Projection Factor 1

345 Projected Traffic 345

RURAL Design Type RURAL

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

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

5 * 607735.27 / 60 * 25 * 1.1 $1,392,727

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5 * 2112 * 46.76 / 20 * 25 $617,232

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5 * 33326.01 / 60 * 25 $69,429

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,392,727 + $617,232+ $69,429

$2,079,388

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-628-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.5 Segment Length 2.5

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 1 TO 610TH AVENUE (TWPRD 72)

Termini CSAH 1 TO 610TH AVENUE (TWPRD 72)

260 Present AADT 260

2015 Year of Count 2015

1 Projection Factor 1

260 Projected Traffic 260

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 SP 047-628-009 OL Comments 2015 SP 047-628-009 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

2.5 * 607735.27 / 60 * 25 *1.1

$696,363

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.5 * 2112 * 46.76 / 20 * 25 $308,616

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.5 * 33326.01 / 60 * 25 $34,715

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $696,363 + $308,616+ $34,715

$1,039,694

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-628-031

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.3 Segment Length 2.3

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

610TH AVENUE (TWP RD 72) TO624TH AVENUE (TWP RD 288)

Termini 610TH AVENUE (TWP RD 72) TO624TH AVENUE (TWP RD 288)

500 Present AADT 500

2015 Year of Count 2015

1 Projection Factor 1

500 Projected Traffic 500

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 SP 047-628-009 OL Comments 2015 SP 047-628-009 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

2.3 * 607735.27 / 60 * 25 *1.1

$640,654

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.3 * 2112 * 46.76 / 20 * 25 $283,927

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.3 * 33326.01 / 60 * 25 $31,937

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $640,654 + $283,927+ $31,937

$956,518

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-628-040

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1 Segment Length 1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

624TH AVENUE (TWP RD 288) TOTH 22

Termini 624TH AVENUE (TWP RD 288) TOTH 22

190 Present AADT 190

2015 Year of Count 2015

1 Projection Factor 1

190 Projected Traffic 190

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 SP 047-628-009 OL Comments 2015 SP 047-628-009 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 * 607735.27 / 60 * 25 * 1.1 $278,545

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 46.76 / 20 * 25 $123,446

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 33326.01 / 60 * 25 $13,886

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $278,545 + $123,446+ $13,886

$415,877

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-629-010

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 15 TO E CO LINE Termini CSAH 15 TO E CO LINE

175 Present AADT 175

2015 Year of Count 2015

1 Projection Factor 1

175 Projected Traffic 175

RURAL Design Type RURAL

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SAP 047-629-002 Comments 2013 SAP 047-629-002

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 * 607735.27 / 60 * 25 * 1.1 $278,545

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 46.76 / 20 * 25 $123,446

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 33326.01 / 60 * 25 $13,886

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $278,545 + $123,446+ $13,886

$415,877

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-630-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.3 Segment Length 2.3

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 16 TO 340TH STREET (TWPRD 46)

Termini CSAH 16 TO 340TH STREET (TWPRD 46)

60 Present AADT 60

2015 Year of Count 2015

1 Projection Factor 1

60 Projected Traffic 60

RURAL Design Type RURAL

1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )

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

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

2.3 * 303867.64 / 60 * 25 *1.1

$320,327

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.3 * 546 * 10.3 / 2 * 25 $161,684

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.3 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$320,327 + $161,684 + $0 $482,011

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-630-011

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1 Segment Length 1

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

340TH STREET (TWP RD 46) TOCSAH 3

Termini 340TH STREET (TWP RD 46) TOCSAH 3

60 Present AADT 60

2015 Year of Count 2015

1 Projection Factor 1

60 Projected Traffic 60

RURAL Design Type RURAL

1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )

1977 Latest Year SA funds 1977

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

47513 Structure Number 47513

2.5 Milepoint 2.5

1978 Year Built 1978

MID FK CROW RIVER Feature Crossed MID FK CROW RIVER

Type of Service

Number of Spans

78 Bridge Length 78

34 Bridge Width 34

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

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1 * 303867.64 / 60 * 25 * 1.1 $139,273

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

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

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 0 / 60 * 25 $0

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

78 * 34 * 152 / 80 * 25 *1.15

$144,866

Total Segment Cost Construction +Preservation + ROW +Bridge

$139,273 + $70,298 + $0 +$144,866

$354,437

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-630-020

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

CSAH 3 TO WATER ST Termini CSAH 3 TO WATER ST

330 Present AADT 330

2015 Year of Count 2015

1 Projection Factor 1

330 Projected Traffic 330

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

Bridge Information Status: Original

Original Current

47526 Structure Number 47526

3.37 Milepoint 3.37

1980 Year Built 1980

N FK CROW RIVER Feature Crossed N FK CROW RIVER

Type of Service

Number of Spans

160 Bridge Length 160

34 Bridge Width 34

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 * 607735.27 / 60 * 25 *1.1

$27,855

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2112 * 46.76 / 20 * 25 $12,345

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 33326.01 / 60 * 25 $1,389

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

160 * 34 * 138 / 80 * 25 *1.15

$269,790

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

$0 + $27,855 + $12,345 +$1,389 + $269,790

$311,379

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-630-030

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

WATER ST TO 0.6 MI E Termini WATER ST TO 0.6 MI E

330 Present AADT 330

2015 Year of Count 2015

1 Projection Factor 1

330 Projected Traffic 330

RURAL Design Type RURAL

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

1979 Latest Year SA funds 1979

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

0.6 * 607735.27 / 60 * 25 *1.1

$167,127

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.6 * 2112 * 46.76 / 20 * 25 $74,068

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.6 * 33326.01 / 60 * 25 $8,332

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $167,127 + $74,068 +$8,332

$249,527

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : MEEKER Segment Nbr : 047-630-040

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.6 Segment Length 4.6

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.6 MI E OF WATER ST TO TH 55 Termini 0.6 MI E OF WATER ST TO TH 55

330 Present AADT 330

2015 Year of Count 2015

1 Projection Factor 1

330 Projected Traffic 330

RURAL Design Type RURAL

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

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 SAP 047-630-007 PH1 G&B,SM CULVERTS

Comments 2016 SAP 047-630-007 PH1 G&B,SM CULVERTS

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

4.6 * 607735.27 / 60 * 25 *1.1

$1,281,309

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.6 * 2112 * 46.76 / 20 * 25 $567,853

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.6 * 33326.01 / 60 * 25 $63,875

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,281,309 + $567,853+ $63,875

$1,913,037

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-631-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1 Segment Length 1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 11 TO TH 12 Termini CSAH 11 TO TH 12

225 Present AADT 225

2015 Year of Count 2015

1 Projection Factor 1

225 Projected Traffic 225

RURAL Design Type RURAL

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

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

1 * 607735.27 / 60 * 25 * 1.1 $278,545

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 46.76 / 20 * 25 $123,446

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 33326.01 / 60 * 25 $13,886

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $278,545 + $123,446+ $13,886

$415,877

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-631-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4 Segment Length 4

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 12 TO CSAH 16 Termini TH 12 TO CSAH 16

280 Present AADT 280

2015 Year of Count 2015

1 Projection Factor 1

280 Projected Traffic 280

RURAL Design Type RURAL

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

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

Culvert Information Status: Original

Original Current

93733 Structure Number 93733

3.82 Milepoint 3.82

1985 Year Built 1985

STREAM Feature Crossed STREAM

Type of Service

1 Number of Barrels 1

12 Culvert Width 12

8 Culvert Height 8

52 Culvert Length 52

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

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

4 * 607735.27 / 60 * 25 * 1.1 $1,114,181

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4 * 2112 * 46.76 / 20 * 25 $493,786

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4 * 33326.01 / 60 * 25 $55,543

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

52 * 65.99992924 * 15.47 /100 * 25 * 1.15

$15,264

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

$0 + $1,114,181 + $493,786+ $55,543 + $15,264

$1,678,774

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-632-010

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

CSAH 23 TO 2.0 MI NO Termini CSAH 23 TO 2.0 MI NO

155 Present AADT 155

2015 Year of Count 2015

1 Projection Factor 1

155 Projected Traffic 155

RURAL Design Type RURAL

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

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

2 * 607735.27 / 60 * 25 * 1.1 $557,091

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2 * 2112 * 46.76 / 20 * 25 $246,893

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2 * 33326.01 / 60 * 25 $27,772

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $557,091 + $246,893+ $27,772

$831,756

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-632-020

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

2.0 MI N CSAH 23 TO CSAH 11 Termini 2.0 MI N CSAH 23 TO CSAH 11

155 Present AADT 155

2015 Year of Count 2015

1 Projection Factor 1

155 Projected Traffic 155

RURAL Design Type RURAL

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

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

2 * 607735.27 / 60 * 25 * 1.1 $557,091

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2 * 2112 * 46.76 / 20 * 25 $246,893

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2 * 33326.01 / 60 * 25 $27,772

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $557,091 + $246,893+ $27,772

$831,756

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-633-010

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

CSAH 9 TO CSAH 14 Termini CSAH 9 TO CSAH 14

325 Present AADT 325

2015 Year of Count 2015

1 Projection Factor 1

325 Projected Traffic 325

RURAL Design Type RURAL

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

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

1.5 * 607735.27 / 60 * 25 *1.1

$417,818

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.5 * 2112 * 46.76 / 20 * 25 $185,170

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.5 * 33326.01 / 60 * 25 $20,829

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $417,818 + $185,170+ $20,829

$623,817

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-634-009

Original Current

LITCHFIELD Municipality LITCHFIELD

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

TH 12 TO 260TH STREET (N LIMSLITCHFIELD)

Termini TH 12 TO 260TH STREET (N LIMSLITCHFIELD)

3850 Present AADT 3850

2015 Year of Count 2015

1 Projection Factor 1

3850 Projected Traffic 3850

RURAL Design Type RURAL

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

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

0.21 * 922582.78 / 60 * 25 *1.1

$88,799

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.21 * 2376 * 46.76 / 20 * 25 $29,164

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.21 * 72889.99 / 60 * 25 $6,378

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $88,799 + $29,164 +$6,378

$124,341

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-634-010

Original Current

LITCHFIELD Municipality LITCHFIELD

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

260TH STREET (N LIMS) TO SOLIM LITCHFIELD (OUTSIDE)

Termini 260TH STREET (N LIMS) TO SOLIM LITCHFIELD (OUTSIDE)

3850 Present AADT 3850

2015 Year of Count 2015

1 Projection Factor 1

3850 Projected Traffic 3850

RURAL Design Type RURAL

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

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

0.6 * 922582.78 / 60 * 25 *1.1

$253,710

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.6 * 2376 * 46.76 / 20 * 25 $83,326

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.6 * 72889.99 / 60 * 25 $18,222

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $253,710 + $83,326 +$18,222

$355,258

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-634-011

Original Current

LITCHFIELD Municipality LITCHFIELD

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 LIM LITCHFIELD TO N JCT CSAH11

Termini S LIM LITCHFIELD TO N JCT CSAH11

3850 Present AADT 3850

2015 Year of Count 2015

1 Projection Factor 1

3850 Projected Traffic 3850

RURAL Design Type RURAL

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

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

0.4 * 922582.78 / 60 * 25 *1.1

$169,140

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2376 * 46.76 / 20 * 25 $55,551

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 72889.99 / 60 * 25 $12,148

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $169,140 + $55,551 +$12,148

$236,839

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-634-012

Original Current

LITCHFIELD Municipality LITCHFIELD

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

N JCT CSAH 11 TO TH 24 Termini N JCT CSAH 11 TO TH 24

3850 Present AADT 3850

2015 Year of Count 2015

1 Projection Factor 1

3850 Projected Traffic 3850

RURAL Design Type RURAL

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

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

0.5 * 922582.78 / 60 * 25 *1.1

$211,425

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2376 * 46.76 / 20 * 25 $69,439

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 72889.99 / 60 * 25 $15,185

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $211,425 + $69,439 +$15,185

$296,049

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : MEEKER Segment Nbr : 047-634-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4 Segment Length 4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 24 TO 315TH STREET (TWP RD129)

Termini TH 24 TO 315TH STREET (TWP RD129)

1150 Present AADT 1150

2015 Year of Count 2015

1 Projection Factor 1

1150 Projected Traffic 1150

RURAL Design Type RURAL

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

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 SAP 047-634-015 M&OL Comments 2016 SAP 047-634-015 M&OL

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

7230 Structure Number 7230

5.31 Milepoint 5.31

1963 Year Built 1963

N FK CROW RIVER Feature Crossed N FK CROW RIVER

Type of Service

Number of Spans

127.6 Bridge Length 127.6

27.7 Bridge Width 27.7

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

4 * 607735.27 / 60 * 25 * 1.1 $1,114,181

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4 * 2112 * 46.76 / 20 * 25 $493,786

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4 * 33326.01 / 60 * 25 $55,543

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

127.6 * 27.7 * 152 / 80 * 25* 1.15

$193,073

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

$0 + $1,114,181 + $493,786+ $55,543 + $193,073

$1,856,583

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : MEEKER Segment Nbr : 047-634-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.5 Segment Length 2.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

315TH STREET (CO RD 129) TO340TH STREET (CO RD 110)

Termini 315TH STREET (CO RD 129) TO340TH STREET (CO RD 110)

1150 Present AADT 1150

2015 Year of Count 2015

1 Projection Factor 1

1150 Projected Traffic 1150

RURAL Design Type RURAL

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

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 SAP 047-634-015 M&OL Comments 2016 SAP 047-634-015 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

2.5 * 607735.27 / 60 * 25 *1.1

$696,363

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.5 * 2112 * 46.76 / 20 * 25 $308,616

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.5 * 33326.01 / 60 * 25 $34,715

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $696,363 + $308,616+ $34,715

$1,039,694

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : MEEKER Segment Nbr : 047-634-040

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

340TH STREET (CO RD 110) TO365TH STREET (3.30 MI NORTH)

Termini 340TH STREET (CO RD 110) TO365TH STREET (3.30 MI NORTH)

860 Present AADT 860

2015 Year of Count 2015

1 Projection Factor 1

860 Projected Traffic 860

RURAL Design Type RURAL

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

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 SAP 047-634-015 M&OL Comments 2016 SAP 047-634-015 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

3.3 * 607735.27 / 60 * 25 *1.1

$919,200

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.3 * 2112 * 46.76 / 20 * 25 $407,373

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.3 * 33326.01 / 60 * 25 $45,823

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $919,200 + $407,373+ $45,823

$1,372,396

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : MEEKER Segment Nbr : 047-634-050

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

365TH STREET (3.3 MI N OF CO RD110) TO TH 55

Termini 365TH STREET (3.3 MI N OF CO RD110) TO TH 55

860 Present AADT 860

2015 Year of Count 2015

1 Projection Factor 1

860 Projected Traffic 860

RURAL Design Type RURAL

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

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 SAP 047-634-015 M&OL Comments 2016 SAP 047-634-015 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

2 * 607735.27 / 60 * 25 * 1.1 $557,091

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2 * 2112 * 46.76 / 20 * 25 $246,893

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2 * 33326.01 / 60 * 25 $27,772

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $557,091 + $246,893+ $27,772

$831,756

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-635-010

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

TH 7 TO 140TH STREET (TWP RD100)

Termini TH 7 TO 140TH STREET (TWP RD100)

165 Present AADT 165

2015 Year of Count 2015

1 Projection Factor 1

165 Projected Traffic 165

RURAL Design Type RURAL

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

2004 Latest Year SA funds 2004

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

SURFACED SAP 47-635-06 Comments SURFACED SAP 47-635-06

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.6 * 607735.27 / 60 * 25 *1.1

$167,127

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.6 * 2112 * 46.76 / 20 * 25 $74,068

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.6 * 33326.01 / 60 * 25 $8,332

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $167,127 + $74,068 +$8,332

$249,527

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-635-011

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

140TH STREET (TWP RD 100) TO150TH STREET (TWP RD 94)

Termini 140TH STREET (TWP RD 100) TO150TH STREET (TWP RD 94)

165 Present AADT 165

2015 Year of Count 2015

1 Projection Factor 1

165 Projected Traffic 165

RURAL Design Type RURAL

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

2004 Latest Year SA funds 2004

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

SURFACED SAP 47-635-06 Comments SURFACED SAP 47-635-06

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

47521 Structure Number 47521

1.28 Milepoint 1.28

1979 Year Built 1979

S FK CROW RIVER Feature Crossed S FK CROW RIVER

Type of Service

Number of Spans

82 Bridge Length 82

34 Bridge Width 34

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

1 * 607735.27 / 60 * 25 * 1.1 $278,545

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 46.76 / 20 * 25 $123,446

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 33326.01 / 60 * 25 $13,886

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

82 * 34 * 152 / 80 * 25 *1.15

$152,295

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

$0 + $278,545 + $123,446+ $13,886 + $152,295

$568,172

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-635-020

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

150TH STREET TO 180TH STREET Termini 150TH STREET TO 180TH STREET

160 Present AADT 160

2015 Year of Count 2015

1 Projection Factor 1

160 Projected Traffic 160

RURAL Design Type RURAL

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

2004 Latest Year SA funds 2004

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

SURFACED SAP 47-635-06 Comments SURFACED SAP 47-635-06

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

3 * 607735.27 / 60 * 25 * 1.1 $835,636

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3 * 2112 * 46.76 / 20 * 25 $370,339

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3 * 33326.01 / 60 * 25 $41,658

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $835,636 + $370,339+ $41,658

$1,247,633

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-635-030

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

180TH STREET TO CSAH 28 Termini 180TH STREET TO CSAH 28

160 Present AADT 160

2015 Year of Count 2015

1 Projection Factor 1

160 Projected Traffic 160

RURAL Design Type RURAL

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

2004 Latest Year SA funds 2004

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

SURFACED SAP 47-635-06 Comments SURFACED SAP 47-635-06

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.5 * 607735.27 / 60 * 25 *1.1

$417,818

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.5 * 2112 * 46.76 / 20 * 25 $185,170

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.5 * 33326.01 / 60 * 25 $20,829

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $417,818 + $185,170+ $20,829

$623,817

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-636-010

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

CSAH 30 TO TH 22 Termini CSAH 30 TO TH 22

150 Present AADT 150

2015 Year of Count 2015

1.2 Projection Factor 1.2

150 Projected Traffic 150

RURAL Design Type RURAL

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

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

3 * 607735.27 / 60 * 25 * 1.1 $835,636

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3 * 2112 * 46.76 / 20 * 25 $370,339

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3 * 33326.01 / 60 * 25 $41,658

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $835,636 + $370,339+ $41,658

$1,247,633

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-637-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3 Segment Length 3

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W CO LINE TO TH 4 Termini W CO LINE TO TH 4

45 Present AADT 45

2015 Year of Count 2015

1 Projection Factor 1

45 Projected Traffic 45

RURAL Design Type RURAL

1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )

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

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

3 * 303867.64 / 60 * 25 * 1.1 $417,818

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

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

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$417,818 + $210,893 + $0 $628,711

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-638-010

Original Current

COSMOS Municipality COSMOS

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

CSAH 39 TO TH 4 Termini CSAH 39 TO TH 4

330 Present AADT 330

2015 Year of Count 2015

1 Projection Factor 1

330 Projected Traffic 330

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

0.15 * 1892111.74 / 60 * 25* 1.15

$135,996

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.15 * 2904 * 46.76 / 15 * 25 $33,948

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.15 * 10842.12 / 60 * 25 $678

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $135,996 + $33,948 +$678

$170,622

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-639-010

Original Current

COSMOS Municipality COSMOS

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

CSAH 38 TO TAURUS AV Termini CSAH 38 TO TAURUS AV

155 Present AADT 155

2015 Year of Count 2015

1 Projection Factor 1

155 Projected Traffic 155

URBAN Design Type URBAN

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

1999 Latest Year SA funds 1999

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.15 * 1892111.74 / 60 * 25* 1.15

$135,996

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.15 * 2904 * 46.76 / 15 * 25 $33,948

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.15 * 10842.12 / 60 * 25 $678

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $135,996 + $33,948 +$678

$170,622

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-642-010

Original Current

LITCHFIELD Municipality LITCHFIELD

0.41 Segment Length 0.41

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 11 TO 10TH ST Termini CSAH 11 TO 10TH ST

1000 Present AADT 1000

2015 Year of Count 2015

1 Projection Factor 1

1000 Projected Traffic 1000

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

0.41 * 1892111.74 / 60 * 25* 1.15

$371,721

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.41 * 2904 * 46.76 / 15 * 25 $92,791

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.41 * 10842.12 / 60 * 25 $1,852

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $371,721 + $92,791 +$1,852

$466,364

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-642-015

Original Current

LITCHFIELD Municipality LITCHFIELD

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

10TH ST TO NORTH LIMSLITCHFIELD

Termini 10TH ST TO NORTH LIMSLITCHFIELD

490 Present AADT 490

2015 Year of Count 2015

1 Projection Factor 1

490 Projected Traffic 490

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

0.1 * 1892111.74 / 60 * 25 *1.15

$90,664

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2904 * 46.76 / 15 * 25 $22,632

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 10842.12 / 60 * 25 $452

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $90,664 + $22,632 +$452

$113,748

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-642-020

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

NO LIM LITCHFIELD TO SO LIM(OUTSIDE)

Termini NO LIM LITCHFIELD TO SO LIM(OUTSIDE)

490 Present AADT 490

2015 Year of Count 2015

1 Projection Factor 1

490 Projected Traffic 490

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

0.2 * 607735.27 / 60 * 25 *1.1

$55,709

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 2112 * 46.76 / 20 * 25 $24,689

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 33326.01 / 60 * 25 $2,777

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $55,709 + $24,689 +$2,777

$83,175

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-642-030

Original Current

LITCHFIELD Municipality LITCHFIELD

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

SO LIM TO N LIM LITCHFIELD Termini SO LIM TO N LIM LITCHFIELD

490 Present AADT 490

2015 Year of Count 2015

1 Projection Factor 1

490 Projected Traffic 490

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

Culvert Information Status: Original

Original Current

90945 Structure Number 90945

0.75 Milepoint 0.75

1964 Year Built 1964

JEWETT CREEK (CD # 19) Feature Crossed JEWETT CREEK (CD # 19)

Type of Service

1 Number of Barrels 1

12 Culvert Width 12

7 Culvert Height 7

68 Culvert Length 68

63.99999662 Area of Waterway Opening 63.99999662

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

0.1 * 607735.27 / 60 * 25 *1.1

$27,855

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2112 * 46.76 / 20 * 25 $12,345

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 33326.01 / 60 * 25 $1,389

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

68 * 63.99999662 * 15.47 /100 * 25 * 1.15

$19,356

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

$0 + $27,855 + $12,345 +$1,389 + $19,356

$60,945

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MEEKER Segment Nbr : 047-643-010

Original Current

COSMOS Municipality COSMOS

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

TH 4 TO TH 7 Termini TH 4 TO TH 7

185 Present AADT 185

2015 Year of Count 2015

1 Projection Factor 1

185 Projected Traffic 185

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

PROJECT SP 47-643-03RECONDITIONED 2013 TIED TO SP4701-27

Comments PROJECT SP 47-643-03RECONDITIONED 2013 TIED TO SP4701-27

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 * 1892111.74 / 60 * 25* 1.15

$126,929

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.14 * 2904 * 46.76 / 15 * 25 $31,685

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.14 * 10842.12 / 60 * 25 $632

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $126,929 + $31,685 +$632

$159,246