228
SANEEDS - CSAH - Segment Report Roadway Segment Information Status : Original County Name : CASS Segment Nbr : 011-601-010 Original Current PILLAGER Municipality PILLAGER 0.38 Segment Length 0.38 MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS 2 Existing Surface Lanes 2 NOT DIVIDED Existing Lane Description NOT DIVIDED SO CO LINE TO 0.38 MI NO IN PILLAGER Termini SO CO LINE TO 0.38 MI NO IN PILLAGER 2050 Present AADT 2050 2015 Year of Count 2015 1 Projection Factor 1 2050 Projected Traffic 2050 URBAN Design Type URBAN 5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 ) 2015 Latest Year SA funds 2015 0 Number of Signal Legs 0 No Special Message Special Message Code No Special Message 2015 - 049-601-024 / 011-601-024. BR 49520 OVERLAY AND REHAB - SHARED WITH CASS CO Comments 2015 - 049-601-024 / 011-601-024. BR 49520 OVERLAY AND REHAB - SHARED WITH CASS CO Interchange Override Segment Override Bridge Information Status: Original Original Current 49520 Structure Number 49520 0 Milepoint 0 1976 Year Built 1976 CROW WING RIVER Feature Crossed CROW WING RIVER Type of Service 4 Number of Spans 4 242.6 Bridge Length 242.6 43.1 Bridge Width 43.1 50% Shared Structure 50% 2015 - 049-601-024 / 011-601-024. BR 49520 OVERLAY AND REHAB - SHARED WITH CASS CSAH 01 Comments 2015 - 049-601-024 / 011-601-024. BR 49520 OVERLAY AND REHAB - SHARED WITH CASS CSAH 01 2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 ) Segment Cost Information Computation Factor Computation Formula Values Used For Calculation Computation Result Signal Leg TrafficSignalLegs * UnitCost / SignalLifeCycle * StatutoryNeedsYear 0 * 56250 / 40 * 25 $0 Construction Length * UnitCost / ConstrLifeCycle * StatutoryNeedsYear * DevelopmentCost 0.38 * 1369859.45 / 60 * 25 * 1.15 $249,429 Preservation Length * Quantity * UnitCost / PreservationLifeCycle * StatutoryNeedsYear 0.38 * 2904 * 48.87 / 15 * 25 $89,882 ROW Length * UnitCost / ROWLifeCycle * StatutoryNeedsYear 0.38 * 71309.22 / 60 * 25 $11,291 Bridge BridgeLength * BridgeWidth * UnitCost / BridgeLifeCycle * StatutoryNeedsYear * DevelopmentCost * PercentOfCost 242.6 * 43.1 * 138 / 80 * 25 * 1.15 * 50% $259,278

SANEEDS - CSAH - Segment Report Roadway Segment … · SANEEDS - CSAH - Segment Report Roadway Segment Information Status : Original County Name : CASS Segment Nbr : 011-601-010 Original

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-601-010

Original Current

PILLAGER Municipality PILLAGER

0.38 Segment Length 0.38

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

SO CO LINE TO 0.38 MI NO INPILLAGER

Termini SO CO LINE TO 0.38 MI NO INPILLAGER

2050 Present AADT 2050

2015 Year of Count 2015

1 Projection Factor 1

2050 Projected Traffic 2050

URBAN Design Type URBAN

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

2015 Latest Year SA funds 2015

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2015 - 049-601-024 / 011-601-024.BR 49520 OVERLAY AND REHAB -SHARED WITH CASS CO

Comments 2015 - 049-601-024 / 011-601-024.BR 49520 OVERLAY AND REHAB -SHARED WITH CASS CO

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

49520 Structure Number 49520

0 Milepoint 0

1976 Year Built 1976

CROW WING RIVER Feature Crossed CROW WING RIVER

Type of Service

4 Number of Spans 4

242.6 Bridge Length 242.6

43.1 Bridge Width 43.1

50% Shared Structure 50%

2015 - 049-601-024 / 011-601-024.BR 49520 OVERLAY AND REHAB -

SHARED WITH CASS CSAH 01

Comments 2015 - 049-601-024 / 011-601-024.BR 49520 OVERLAY AND REHAB -

SHARED WITH CASS CSAH 01

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

0.38 * 1369859.45 / 60 * 25* 1.15

$249,429

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.38 * 2904 * 48.87 / 15 * 25 $89,882

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.38 * 71309.22 / 60 * 25 $11,291

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

242.6 * 43.1 * 138 / 80 * 25* 1.15 * 50%

$259,278

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

$0 + $249,429 + $89,882 +$11,291 + $259,278

$609,880

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-601-020

Original Current

PILLAGER Municipality PILLAGER

0.18 Segment Length 0.18

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.38 MI NO TO 0.56 MI NO OF SOCO LINE

Termini 0.38 MI NO TO 0.56 MI NO OF SOCO LINE

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 )

1991 Latest Year SA funds 1991

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.18 * 1369859.45 / 60 * 25* 1.15

$118,150

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.18 * 2904 * 48.87 / 15 * 25 $42,576

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.18 * 71309.22 / 60 * 25 $5,348

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $118,150 + $42,576 +$5,348

$166,074

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-601-030

Original Current

PILLAGER Municipality PILLAGER

0.14 Segment Length 0.14

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.56 MI N TO 0.70 MI N OF S COLINE

Termini 0.56 MI N TO 0.70 MI N OF S COLINE

4200 Present AADT 4200

2015 Year of Count 2015

1 Projection Factor 1

4200 Projected Traffic 4200

URBAN Design Type URBAN

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

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

RailRoadCrossingInformation

Status: Original

Original Current

BURLINGTON NORTHERN SANTAFE RAILWAY

RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY

076276B USDOT Number 076276B

0.12 Located at Milepoint 0.12

1 Mainline Tracks 1

SIGNALS & GATES Protection Type SIGNALS & GATES

1996 Last Year Protection Upgraded 1996

48 Crossing Length 48

Last Year Surfaced

100% Percentage of Cost 100%

Comments

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.14 * 1369859.45 / 60 * 25* 1.15

$91,895

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.14 * 2904 * 48.87 / 15 * 25 $33,114

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.14 * 71309.22 / 60 * 25 $4,160

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

325000 / 25 * 25 $325,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

48 * 1350 / 25 * 25 $64,800

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

$0 + $91,895 + $33,114 +$4,160 + $325,000 +$64,800

$518,969

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-601-040

Original Current

PILLAGER Municipality PILLAGER

0.17 Segment Length 0.17

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.7 MI N OF S CO LINE TO E JCTTH 210

Termini 0.7 MI N OF S CO LINE TO E JCTTH 210

4200 Present AADT 4200

2015 Year of Count 2015

1 Projection Factor 1

4200 Projected Traffic 4200

RURAL Design Type RURAL

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

2003 Latest Year SA funds 2003

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

11512 Structure Number 11512

0.78 Milepoint 0.78

1984 Year Built 1984

PILLAGER CREEK Feature Crossed PILLAGER CREEK

Type of Service

Number of Spans

51 Bridge Length 51

54.3 Bridge Width 54.3

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

0.17 * 832238.66 / 60 * 25 *1.1

$64,845

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.17 * 2376 * 48.87 / 20 * 25 $24,674

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.17 * 49526.15 / 60 * 25 $3,508

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

51 * 54.3 * 152 / 80 * 25 *1.15

$151,273

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

$0 + $64,845 + $24,674 +$3,508 + $151,273

$244,300

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-601-050

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

WEST JCT TH 210 TO 0.10 MI N(OUTSIDE LIMITS)

Termini WEST JCT TH 210 TO 0.10 MI N(OUTSIDE LIMITS)

1500 Present AADT 1500

2015 Year of Count 2015

1 Projection Factor 1

1500 Projected Traffic 1500

RURAL Design Type RURAL

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

1996 Latest Year SA funds 1996

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.1 * 832238.66 / 60 * 25 *1.1

$38,144

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2376 * 48.87 / 20 * 25 $14,514

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 49526.15 / 60 * 25 $2,064

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $38,144 + $14,514 +$2,064

$54,722

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-601-055

Original Current

PILLAGER Municipality PILLAGER

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

0.10 MI N (OUTSIDE LIMITS) OF TH210 TO 0.20 MI N (INSIDE)

Termini 0.10 MI N (OUTSIDE LIMITS) OF TH210 TO 0.20 MI N (INSIDE)

1500 Present AADT 1500

2015 Year of Count 2015

1 Projection Factor 1

1500 Projected Traffic 1500

RURAL Design Type RURAL

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

1996 Latest Year SA funds 1996

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.1 * 832238.66 / 60 * 25 *1.1

$38,144

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2376 * 48.87 / 20 * 25 $14,514

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 49526.15 / 60 * 25 $2,064

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $38,144 + $14,514 +$2,064

$54,722

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-601-060

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

0.2 MI N TH 210 (N LIM PILLAGER)TO CSAH 34

Termini 0.2 MI N TH 210 (N LIM PILLAGER)TO CSAH 34

1500 Present AADT 1500

2015 Year of Count 2015

1 Projection Factor 1

1500 Projected Traffic 1500

RURAL Design Type RURAL

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

1996 Latest Year SA funds 1996

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

4.5 * 832238.66 / 60 * 25 *1.1

$1,716,492

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.5 * 2376 * 48.87 / 20 * 25 $653,148

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.5 * 49526.15 / 60 * 25 $92,862

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,716,492 + $653,148+ $92,862

$2,462,502

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : CASS Segment Nbr : 011-601-065

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

10.6 Segment Length 10.6

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 34 TO0.80 M N OF CSAH 29 Termini CSAH 34 TO0.80 M N OF CSAH 29

1500 Present AADT 1500

2015 Year of Count 2015

1 Projection Factor 1

1500 Projected Traffic 1500

RURAL Design Type RURAL

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

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 SP 011-601-023 5.75M RC107TO CSAH 24 - RECONST,CULVERT R&R, DELETE CULVERT88228 REPLACE W/ SM CULVERT

Comments 2016 SP 011-601-023 5.75M RC107TO CSAH 24 - RECONST,CULVERT R&R, DELETE CULVERT88228 REPLACE W/ SM CULVERT

Interchange Override

Segment Override

Culvert Information Status: Revised

Original Current

11J17 Structure Number 11J17

13.13 Milepoint 13.13

2016 Year Built 2016

COVY BROOK Feature Crossed COVY BROOK

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

12 Culvert Width 12

5 Culvert Height 5

72 Culvert Length 72

60 Area of Waterway Opening 60

100% Shared Structure 100%

2016 SP 011-601-023 RECONST,CULVERT R&R, DELETE CULVERT88228 REPLACE W/ SM CULVERT

Comments 2016 SP 011-601-023 RECONST,CULVERT R&R, DELETE CULVERT88228 REPLACE W/ SM CULVERT

1 Culvert Group Code 1

Culvert Information Status: Deleted

Original Current

88228 Structure Number 88228

15.78 Milepoint 15.78

1957 Year Built 1957

COVY BROOK Feature Crossed COVY BROOK

Type of Service

2 Number of Barrels 2

5 Culvert Width 5

4 Culvert Height 4

43 Culvert Length 43

30.00006569 Area of Waterway Opening 30.00006569

100% Shared Structure 100%

REPLACED WITH 8 X 6 CULVERT,NO BR#, AND DELETEDSTRUCTURE

Comments REPLACED WITH 8 X 6 CULVERT,NO BR#, AND DELETEDSTRUCTURE

1 Culvert Group Code 1

Culvert Information Status: Original

Original Current

11J12 Structure Number 11J12

12.45 Milepoint 12.45

2012 Year Built 2012

Home Brook Feature Crossed Home Brook

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

20.5 Culvert Width 20.5

6 Culvert Height 6

100 Culvert Length 100

120 Area of Waterway Opening 120

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

10.6 * 832238.66 / 60 * 25 *1.1

$4,043,293

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

10.6 * 2376 * 48.87 / 20 * 25 $1,538,525

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

10.6 * 49526.15 / 60 * 25 $218,740

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

72 * 60 * 15.47 / 100 * 25 *1.15

$19,214

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

100 * 120 * 15.47 / 100 * 25* 1.15

$53,372

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

$0 + $4,043,293 +$1,538,525 + $218,740 +$19,214 + $53,372

$5,873,144

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-601-070

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.3 Segment Length 0.3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.80 M N OF CSAH 29 TO 1.10 M N Termini 0.80 M N OF CSAH 29 TO 1.10 M N

920 Present AADT 920

2015 Year of Count 2015

1 Projection Factor 1

920 Projected Traffic 920

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

RECONSTRUCTED UNDER PLAN #SAP 11-601-016

Comments RECONSTRUCTED UNDER PLAN #SAP 11-601-016

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 468839.66 / 60 * 25 *1.1

$64,465

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2112 * 48.87 / 20 * 25 $38,705

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 51.09 / 60 * 25 $6

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $64,465 + $38,705 +$6

$103,176

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-601-071

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

1.10 M N OF CSAH 29 TO 0.7 M EOF CSAH 24

Termini 1.10 M N OF CSAH 29 TO 0.7 M EOF CSAH 24

920 Present AADT 920

2015 Year of Count 2015

1 Projection Factor 1

920 Projected Traffic 920

RURAL Design Type RURAL

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

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 011-601-022 RECONST Comments 2014 SAP 011-601-022 RECONST

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

2.6 * 468839.66 / 60 * 25 *1.1

$558,701

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.6 * 2112 * 48.87 / 20 * 25 $335,444

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.6 * 51.09 / 60 * 25 $55

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $558,701 + $335,444+ $55

$894,200

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-601-072

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

0.7 MI E TO 1.1 MI NE OF CSAH 24 Termini 0.7 MI E TO 1.1 MI NE OF CSAH 24

920 Present AADT 920

2015 Year of Count 2015

1 Projection Factor 1

920 Projected Traffic 920

RURAL Design Type RURAL

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

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 011-601-025 BR# 11530

2014 SAP 011-601-022 RECONST

Comments 2014 SAP 011-601-025 BR# 11530

2014 SAP 011-601-022 RECONST

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

11530 Structure Number 11530

19.11 Milepoint 19.11

2014 Year Built 2014

Stoney Brook Feature Crossed Stoney Brook

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Spans 1

57 Bridge Length 57

35.33 Bridge Width 35.33

100% Shared Structure 100%

REPLACED BR 7223 Comments REPLACED BR 7223

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 * 468839.66 / 60 * 25 *1.1

$85,954

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2112 * 48.87 / 20 * 25 $51,607

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 51.09 / 60 * 25 $9

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

57 * 35.33 * 152 / 80 * 25 *1.15

$110,004

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

$0 + $85,954 + $51,607 +$9 + $110,004

$247,574

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-601-074

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

1.1 MI NE OF CSAH 24 TO 0.1 MI SOF CSAH 28

Termini 1.1 MI NE OF CSAH 24 TO 0.1 MI SOF CSAH 28

920 Present AADT 920

2015 Year of Count 2015

1 Projection Factor 1

920 Projected Traffic 920

RURAL Design Type RURAL

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

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 011-601-022 TWOCULVERTS AND RECONSTRUCT

Comments 2014 SAP 011-601-022 TWOCULVERTS AND RECONSTRUCT

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

11J15 Structure Number 11J15

23.2 Milepoint 23.2

2014 Year Built 2014

Feature Crossed

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

12 Culvert Width 12

6 Culvert Height 6

78 Culvert Length 78

72 Area of Waterway Opening 72

100% Shared Structure 100%

REPLACED BR88229. ENTEREDTO MATCH BR LOG

Comments REPLACED BR88229. ENTEREDTO MATCH BR LOG

1 Culvert Group Code 1

Culvert Information Status: Original

Original Current

11J14 Structure Number 11J14

22.44 Milepoint 22.44

2014 Year Built 2014

Mayo Creek Feature Crossed Mayo Creek

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

10 Culvert Width 10

8 Culvert Height 8

74 Culvert Length 74

160 Area of Waterway Opening 160

100% Shared Structure 100%

REPLACED BR 7171. PLAN & BRLOG SHOW 74FT LENGTH

Comments REPLACED BR 7171. PLAN & BRLOG SHOW 74FT LENGTH

1 Culvert Group Code 1

Segment Cost

Information

Computation Factor 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 * 468839.66 / 60 * 25 *1.1

$730,608

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.4 * 2112 * 48.87 / 20 * 25 $438,657

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.4 * 51.09 / 60 * 25 $72

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

78 * 72 * 15.47 / 100 * 25 *1.15

$24,978

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

74 * 160 * 15.47 / 100 * 25 *1.15

$52,660

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

$0 + $730,608 + $438,657+ $72 + $24,978 + $52,660

$1,246,975

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-601-076

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

0.1 MI S TO 0.3 MI E OF CSAH 28 Termini 0.1 MI S TO 0.3 MI E OF CSAH 28

840 Present AADT 840

2015 Year of Count 2015

1 Projection Factor 1

840 Projected Traffic 840

RURAL Design Type RURAL

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

2014 Latest Year SA funds 2014

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2014 SAP 011-601-022 RECONST Comments 2014 SAP 011-601-022 RECONST

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.4 * 468839.66 / 60 * 25 *1.1

$85,954

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2112 * 48.87 / 20 * 25 $51,607

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 51.09 / 60 * 25 $9

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $85,954 + $51,607 +$9

$137,570

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-601-078

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

0.3 MI E TO 0.8 MI E OF CSAH 28 Termini 0.3 MI E TO 0.8 MI E OF CSAH 28

840 Present AADT 840

2015 Year of Count 2015

1 Projection Factor 1

840 Projected Traffic 840

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

88229 Structure Number 88229

23.33 Milepoint 23.33

1955 Year Built 1955

STREAM Feature Crossed STREAM

Type of Service

2 Number of Barrels 2

Culvert Width

Culvert Height

34 Culvert Length 34

60.00013138 Area of Waterway Opening 60.00013138

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.5 * 468839.66 / 60 * 25 *1.1

$107,442

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2112 * 48.87 / 20 * 25 $64,508

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 51.09 / 60 * 25 $11

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

34 * 60.00013138 * 15.47 /100 * 25 * 1.15

$9,073

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

$0 + $107,442 + $64,508 +$11 + $9,073

$181,034

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-601-080

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.2 Segment Length 5.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.8 MI E OF CSAH 28 TO CR 171 Termini 0.8 MI E OF CSAH 28 TO CR 171

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 )

2010 Latest Year SA funds 2010

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2010, SP 11-601-017 Comments 2010, SP 11-601-017

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

88230 Structure Number 88230

24.62 Milepoint 24.62

1955 Year Built 1955

STREAM Feature Crossed STREAM

Type of Service

3 Number of Barrels 3

6 Culvert Width 6

5 Culvert Height 5

34 Culvert Length 34

71.9997271 Area of Waterway Opening 71.9997271

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

5.2 * 468839.66 / 60 * 25 *1.1

$1,117,401

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.2 * 2112 * 48.87 / 20 * 25 $670,887

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.2 * 51.09 / 60 * 25 $111

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

34 * 71.9997271 * 15.47 /100 * 25 * 1.15

$10,888

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

$0 + $1,117,401 + $670,887+ $111 + $10,888

$1,799,287

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-601-088

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

CR 171 TO SW LIM PINE RIVER Termini CR 171 TO SW LIM PINE RIVER

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 )

2010 Latest Year SA funds 2010

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

GRADED 2010, SP 11-601-017 Comments GRADED 2010, SP 11-601-017

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

11501 Structure Number 11501

29.97 Milepoint 29.97

1961 Year Built 1961

S FK PINE RIVER Feature Crossed S FK PINE RIVER

Type of Service

Number of Spans

78.1 Bridge Length 78.1

29.6 Bridge Width 29.6

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

0.9 * 468839.66 / 60 * 25 *1.1

$193,396

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.9 * 2112 * 48.87 / 20 * 25 $116,115

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.9 * 51.09 / 60 * 25 $19

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

78.1 * 29.6 * 152 / 80 * 25 *1.15

$126,280

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

$0 + $193,396 + $116,115+ $19 + $126,280

$435,810

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-601-090

Original Current

PINE RIVER Municipality PINE RIVER

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

SW LIM PINE RIVER TO 0.28 MI ONRDGE AVE

Termini SW LIM PINE RIVER TO 0.28 MI ONRDGE AVE

870 Present AADT 870

2015 Year of Count 2015

1 Projection Factor 1

870 Projected Traffic 870

URBAN Design Type URBAN

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

2010 Latest Year SA funds 2010

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

GRADED 2010, SP 11-601-017 Comments GRADED 2010, SP 11-601-017

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.28 * 1369859.45 / 60 * 25* 1.15

$183,789

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.28 * 2904 * 48.87 / 15 * 25 $66,229

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.28 * 71309.22 / 60 * 25 $8,319

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $183,789 + $66,229 +$8,319

$258,337

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-601-091

Original Current

PINE RIVER Municipality PINE RIVER

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

0.28 MI N OF SW LIM PINE RIVERTO TH 371

Termini 0.28 MI N OF SW LIM PINE RIVERTO TH 371

1400 Present AADT 1400

2015 Year of Count 2015

1 Projection Factor 1

1400 Projected Traffic 1400

URBAN Design Type URBAN

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

2010 Latest Year SA funds 2010

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

GRADED 2010, SP 11-601-017 Comments GRADED 2010, SP 11-601-017

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.19 * 1369859.45 / 60 * 25* 1.15

$124,714

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.19 * 2904 * 48.87 / 15 * 25 $44,941

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.19 * 71309.22 / 60 * 25 $5,645

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $124,714 + $44,941 +$5,645

$175,300

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-602-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

8 Segment Length 8

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 64 TO CSAH 25 Termini TH 64 TO CSAH 25

570 Present AADT 570

2015 Year of Count 2015

1 Projection Factor 1

570 Projected Traffic 570

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

8 * 468839.66 / 60 * 25 * 1.1 $1,719,079

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

8 * 2112 * 48.87 / 20 * 25 $1,032,134

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

8 * 51.09 / 60 * 25 $170

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,719,079 +$1,032,134 + $170

$2,751,383

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-602-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.8 Segment Length 5.8

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 25 TO WEST LIMS PINERIVER

Termini CSAH 25 TO WEST LIMS PINERIVER

1800 Present AADT 1800

2015 Year of Count 2015

1 Projection Factor 1

1800 Projected Traffic 1800

RURAL Design Type RURAL

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

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

Bridge Information Status: Original

Original Current

11515 Structure Number 11515

9.9 Milepoint 9.9

1998 Year Built 1998

S FK PINE RIVER Feature Crossed S FK PINE RIVER

Type of Service

Number of Spans

65.2 Bridge Length 65.2

46.5 Bridge Width 46.5

100% Shared Structure 100%

Comments

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

Culvert Information Status: Original

Original Current

11J01 Structure Number 11J01

8.19 Milepoint 8.19

1998 Year Built 1998

BUNGO CREEK Feature Crossed BUNGO CREEK

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

12 Culvert Width 12

6 Culvert Height 6

168 Culvert Length 168

144.00053059 Area of Waterway Opening 144.00053059

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

5.8 * 832238.66 / 60 * 25 *1.1

$2,212,368

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.8 * 2376 * 48.87 / 20 * 25 $841,835

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.8 * 49526.15 / 60 * 25 $119,688

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

65.2 * 46.5 * 152 / 80 * 25 *1.15

$165,612

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

168 * 144.00053059 * 15.47/ 100 * 25 * 1.15

$107,597

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

$0 + $2,212,368 + $841,835+ $119,688 + $165,612 +$107,597

$3,447,100

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-602-030

Original Current

PINE RIVER Municipality PINE RIVER

0.44 Segment Length 0.44

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W LIMITS PINE RIVER TO TH 371 Termini W LIMITS PINE RIVER TO TH 371

1800 Present AADT 1800

2015 Year of Count 2015

1 Projection Factor 1

1800 Projected Traffic 1800

RURAL Design Type RURAL

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

1998 Latest Year SA funds 1998

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.44 * 832238.66 / 60 * 25 *1.1

$167,835

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.44 * 2376 * 48.87 / 20 * 25 $63,863

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.44 * 49526.15 / 60 * 25 $9,080

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $167,835 + $63,863 +$9,080

$240,778

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-602-040

Original Current

PINE RIVER Municipality PINE RIVER

0.16 Segment Length 0.16

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 84 TO 0.16 M S ON 5TH PINE R Termini TH 84 TO 0.16 M S ON 5TH PINE R

2250 Present AADT 2250

2015 Year of Count 2015

1 Projection Factor 1

2250 Projected Traffic 2250

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

0.16 * 1369859.45 / 60 * 25* 1.15

$105,023

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.16 * 2904 * 48.87 / 15 * 25 $37,845

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.16 * 71309.22 / 60 * 25 $4,754

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $105,023 + $37,845 +$4,754

$147,622

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-602-050

Original Current

PINE RIVER Municipality PINE RIVER

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

5TH STREET TO E LIMITS PINERIVER

Termini 5TH STREET TO E LIMITS PINERIVER

1550 Present AADT 1550

2015 Year of Count 2015

1 Projection Factor 1

1550 Projected Traffic 1550

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

0.5 * 1369859.45 / 60 * 25 *1.15

$328,195

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2904 * 48.87 / 15 * 25 $118,265

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 71309.22 / 60 * 25 $14,856

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $328,195 + $118,265+ $14,856

$461,316

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-602-060

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 LIMS TO W LIMS PINE RIVER(OUTSIDE)

Termini E LIMS TO W LIMS PINE RIVER(OUTSIDE)

1550 Present AADT 1550

2015 Year of Count 2015

1 Projection Factor 1

1550 Projected Traffic 1550

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

0.2 * 832238.66 / 60 * 25 *1.1

$76,289

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 2376 * 48.87 / 20 * 25 $29,029

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 49526.15 / 60 * 25 $4,127

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $76,289 + $29,029 +$4,127

$109,445

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-602-070

Original Current

PINE RIVER Municipality PINE RIVER

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 LIMS TO E LIMS PINE RIVER Termini W LIMS TO E LIMS PINE RIVER

1550 Present AADT 1550

2015 Year of Count 2015

1 Projection Factor 1

1550 Projected Traffic 1550

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

0.3 * 832238.66 / 60 * 25 *1.1

$114,433

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2376 * 48.87 / 20 * 25 $43,543

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 49526.15 / 60 * 25 $6,191

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $114,433 + $43,543 +$6,191

$164,167

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-602-080

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.6 Segment Length 1.6

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

E LIMS PINE RIVER TO E CO LINE Termini E LIMS PINE RIVER TO E CO LINE

1550 Present AADT 1550

2015 Year of Count 2015

1 Projection Factor 1

1550 Projected Traffic 1550

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

1.6 * 832238.66 / 60 * 25 *1.1

$610,308

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.6 * 2376 * 48.87 / 20 * 25 $232,230

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.6 * 49526.15 / 60 * 25 $33,017

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $610,308 + $232,230+ $33,017

$875,555

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-603-010

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 JCT MISS RIVER TO 0.2 MI SO Termini NO JCT MISS RIVER TO 0.2 MI SO

265 Present AADT 265

2015 Year of Count 2015

1 Projection Factor 1

265 Projected Traffic 265

RURAL Design Type RURAL

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

1984 Latest Year SA funds 1984

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

11511 Structure Number 11511

0 Milepoint 0

1979 Year Built 1979

MISSISSIPPI RIVER Feature Crossed MISSISSIPPI RIVER

Type of Service

0 Number of Spans 0

247.6 Bridge Length 247.6

35.3 Bridge Width 35.3

50% Shared Structure 50%

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

0.2 * 468839.66 / 60 * 25 *1.1

$42,977

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 2112 * 48.87 / 20 * 25 $25,803

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 51.09 / 60 * 25 $4

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

247.6 * 35.3 * 138 / 80 * 25* 1.15 * 50%

$216,732

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

$0 + $42,977 + $25,803 +$4 + $216,732

$285,516

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-603-011

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.2 Segment Length 3.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.2 MI SO TO 3.4 MI SO NO JCTMISS RIVER

Termini 0.2 MI SO TO 3.4 MI SO NO JCTMISS RIVER

265 Present AADT 265

2015 Year of Count 2015

1 Projection Factor 1

265 Projected Traffic 265

RURAL Design Type RURAL

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

1984 Latest Year SA funds 1984

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

3.2 * 468839.66 / 60 * 25 *1.1

$687,632

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.2 * 2112 * 48.87 / 20 * 25 $412,854

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.2 * 51.09 / 60 * 25 $68

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $687,632 + $412,854+ $68

$1,100,554

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-603-020

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

3.4 MI SO OF NO JCT MISS RIVERTO CSAH 74

Termini 3.4 MI SO OF NO JCT MISS RIVERTO CSAH 74

265 Present AADT 265

2015 Year of Count 2015

1 Projection Factor 1

265 Projected Traffic 265

RURAL Design Type RURAL

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

1984 Latest Year SA funds 1984

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 * 468839.66 / 60 * 25 * 1.1 $859,539

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4 * 2112 * 48.87 / 20 * 25 $516,067

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4 * 51.09 / 60 * 25 $85

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $859,539 + $516,067+ $85

$1,375,691

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-603-030

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

CSAH 74 TO SO JCT MISS RIVER Termini CSAH 74 TO SO JCT MISS RIVER

265 Present AADT 265

2015 Year of Count 2015

1 Projection Factor 1

265 Projected Traffic 265

RURAL Design Type RURAL

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

1984 Latest Year SA funds 1984

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

31512 Structure Number 31512

8.1 Milepoint 8.1

1974 Year Built 1974

MISSISSIPPI RIVER Feature Crossed MISSISSIPPI RIVER

Type of Service

0 Number of Spans 0

245.6 Bridge Length 245.6

39.8 Bridge Width 39.8

50% Shared Structure 50%

SHARED W/ ITASCA CASH 18 Comments SHARED W/ ITASCA CASH 18

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

0.7 * 468839.66 / 60 * 25 *1.1

$150,419

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.7 * 2112 * 48.87 / 20 * 25 $90,312

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.7 * 51.09 / 60 * 25 $15

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

245.6 * 39.8 * 138 / 80 * 25* 1.15 * 50%

$242,386

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

$0 + $150,419 + $90,312 +$15 + $242,386

$483,132

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-604-010

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

CSAH 8 TO CO RD 172 Termini CSAH 8 TO CO RD 172

145 Present AADT 145

2015 Year of Count 2015

1 Projection Factor 1

145 Projected Traffic 145

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

1 * 234419.83 / 60 * 25 * 1.1 $107,442

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

$107,442 + $70,298 + $0 $177,740

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-604-020

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

CO RD 172 TO CSAH 63 Termini CO RD 172 TO CSAH 63

145 Present AADT 145

2015 Year of Count 2015

1 Projection Factor 1

145 Projected Traffic 145

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

1.5 * 234419.83 / 60 * 25 *1.1

$161,164

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

$161,164 + $105,446 + $0 $266,610

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-604-030

Original Current

BOY RIVER Municipality BOY RIVER

0.35 Segment Length 0.35

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 63 TO 0.35 MI S Termini CSAH 63 TO 0.35 MI S

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 )

1991 Latest Year SA funds 1991

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.35 * 468839.66 / 60 * 25 *1.1

$75,210

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.35 * 2112 * 48.87 / 20 * 25 $45,156

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.35 * 51.09 / 60 * 25 $7

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $75,210 + $45,156 +$7

$120,373

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-604-040

Original Current

BOY RIVER Municipality BOY RIVER

0.31 Segment Length 0.31

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.35 MILES SOUTH OF CSAH 63 TOEAST THIRD STREET

Termini 0.35 MILES SOUTH OF CSAH 63 TOEAST THIRD STREET

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 )

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SAP 011-604-016 M&OL Comments 2013 SAP 011-604-016 M&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.31 * 468839.66 / 60 * 25 *1.1

$66,614

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.31 * 2112 * 48.87 / 20 * 25 $39,995

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.31 * 51.09 / 60 * 25 $7

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $66,614 + $39,995 +$7

$106,616

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-604-050

Original Current

BOY RIVER Municipality BOY RIVER

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

EAST END THIRD STREET TOEAST LIMITS BOY RIVER

Termini EAST END THIRD STREET TOEAST LIMITS BOY RIVER

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 )

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SAP 011-604-016 M&OL Comments 2013 SAP 011-604-016 M&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.3 * 468839.66 / 60 * 25 *1.1

$64,465

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2112 * 48.87 / 20 * 25 $38,705

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 51.09 / 60 * 25 $6

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $64,465 + $38,705 +$6

$103,176

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-604-060

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

E LIMS BOY RIVER TO CSAH 65 Termini E LIMS BOY RIVER TO CSAH 65

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 )

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

5 * 468839.66 / 60 * 25 * 1.1 $1,074,424

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5 * 2112 * 48.87 / 20 * 25 $645,084

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5 * 51.09 / 60 * 25 $106

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,074,424 + $645,084+ $106

$1,719,614

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-604-070

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

8.8 Segment Length 8.8

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 65 TO CR 130 Termini CSAH 65 TO CR 130

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 )

2015 Latest Year SA funds 2015

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2015 SAP 011-604-017 RECONST N5.8 MILES OF SEGMENT.

2013 SAP 011-604-015 RECONST;

Comments 2015 SAP 011-604-017 RECONST N5.8 MILES OF SEGMENT.

2013 SAP 011-604-015 RECONST;

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

8.8 * 468839.66 / 60 * 25 *1.1

$1,890,987

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

8.8 * 2112 * 48.87 / 20 * 25 $1,135,348

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

8.8 * 51.09 / 60 * 25 $187

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,890,987 +$1,135,348 + $187

$3,026,522

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-604-075

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.9 Segment Length 1.9

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CR 130 TO NO LIM REMER Termini CR 130 TO NO LIM REMER

600 Present AADT 600

2015 Year of Count 2015

1 Projection Factor 1

600 Projected Traffic 600

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 011-604-015 RECONST

SP 11-604-14, 2008 GRADE, BASE,SURF

Comments 2013 SAP 011-604-015 RECONST

SP 11-604-14, 2008 GRADE, BASE,SURF

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 468839.66 / 60 * 25 *1.1

$408,281

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.9 * 2112 * 48.87 / 20 * 25 $245,132

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.9 * 51.09 / 60 * 25 $40

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $408,281 + $245,132+ $40

$653,453

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-604-080

Original Current

REMER Municipality REMER

0.72 Segment Length 0.72

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

N LIM REMER TO TH 200 Termini N LIM REMER TO TH 200

600 Present AADT 600

2015 Year of Count 2015

1 Projection Factor 1

600 Projected Traffic 600

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

SP 11-604-14, 2008 GRADE, BASE,SURF

Comments SP 11-604-14, 2008 GRADE, BASE,SURF

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.72 * 468839.66 / 60 * 25 *1.1

$154,717

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.72 * 2112 * 48.87 / 20 * 25 $92,892

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.72 * 51.09 / 60 * 25 $15

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $154,717 + $92,892 +$15

$247,624

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-605-010

Original Current

HACKENSACK Municipality HACKENSACK

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

TH 371 TO E LIM HACKENSACK Termini TH 371 TO E LIM HACKENSACK

2100 Present AADT 2100

2015 Year of Count 2015

1 Projection Factor 1

2100 Projected Traffic 2100

RURAL Design Type RURAL

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

1998 Latest Year SA funds 1998

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.3 * 832238.66 / 60 * 25 *1.1

$114,433

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2376 * 48.87 / 20 * 25 $43,543

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 49526.15 / 60 * 25 $6,191

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $114,433 + $43,543 +$6,191

$164,167

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-605-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.1 Segment Length 4.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

E LIM HACKENSACK TO 0.6 MI WOF CSAH 46

Termini E LIM HACKENSACK TO 0.6 MI WOF CSAH 46

2100 Present AADT 2100

2015 Year of Count 2015

1 Projection Factor 1

2100 Projected Traffic 2100

RURAL Design Type RURAL

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

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

4.1 * 832238.66 / 60 * 25 *1.1

$1,563,915

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.1 * 2376 * 48.87 / 20 * 25 $595,090

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.1 * 49526.15 / 60 * 25 $84,607

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,563,915 + $595,090+ $84,607

$2,243,612

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-605-030

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

0.6 MI WEST TO CSAH 46 Termini 0.6 MI WEST TO CSAH 46

2100 Present AADT 2100

2015 Year of Count 2015

1 Projection Factor 1

2100 Projected Traffic 2100

RURAL Design Type RURAL

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

1998 Latest Year SA funds 1998

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.6 * 832238.66 / 60 * 25 *1.1

$228,866

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.6 * 2376 * 48.87 / 20 * 25 $87,086

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.6 * 49526.15 / 60 * 25 $12,382

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $228,866 + $87,086 +$12,382

$328,334

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-605-040

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.9 Segment Length 4.9

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.2 MILE WEST OF CSAH 46 TOCSAH 11

Termini 0.2 MILE WEST OF CSAH 46 TOCSAH 11

1900 Present AADT 1900

2015 Year of Count 2015

1 Projection Factor 1

1900 Projected Traffic 1900

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

Culvert Information Status: Original

Original Current

92571 Structure Number 92571

9.74 Milepoint 9.74

1969 Year Built 1969

BOY RIVER Feature Crossed BOY RIVER

Type of Service

1 Number of Barrels 1

Culvert Width

Culvert Height

120 Culvert Length 120

208.00052721 Area of Waterway Opening 208.00052721

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

4.9 * 832238.66 / 60 * 25 *1.1

$1,869,069

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.9 * 2376 * 48.87 / 20 * 25 $711,205

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.9 * 49526.15 / 60 * 25 $101,116

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

120 * 208.00052721 * 15.47/ 100 * 25 * 1.15

$111,013

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

$0 + $1,869,069 + $711,205+ $101,116 + $111,013

$2,792,403

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-605-050

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.7 Segment Length 0.7

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

JCT CSAH 11 TO 0.7 MI NE Termini JCT CSAH 11 TO 0.7 MI NE

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 )

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

0.7 * 468839.66 / 60 * 25 *1.1

$150,419

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.7 * 2112 * 48.87 / 20 * 25 $90,312

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.7 * 51.09 / 60 * 25 $15

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $150,419 + $90,312 +$15

$240,746

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-605-051

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

0.7 MI NE CSAH 11 TO 3.2 MI NECSAH 11

Termini 0.7 MI NE CSAH 11 TO 3.2 MI NECSAH 11

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 )

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

2.5 * 468839.66 / 60 * 25 *1.1

$537,212

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.5 * 2112 * 48.87 / 20 * 25 $322,542

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.5 * 51.09 / 60 * 25 $53

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $537,212 + $322,542+ $53

$859,807

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-605-052

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.4 Segment Length 5.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

3.2 MI NE OF CSAH 11 TO NW LIMLONGVILLE

Termini 3.2 MI NE OF CSAH 11 TO NW LIMLONGVILLE

990 Present AADT 990

2015 Year of Count 2015

1 Projection Factor 1

990 Projected Traffic 990

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

5.4 * 468839.66 / 60 * 25 *1.1

$1,160,378

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.4 * 2112 * 48.87 / 20 * 25 $696,691

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.4 * 51.09 / 60 * 25 $115

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,160,378 + $696,691+ $115

$1,857,184

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-605-060

Original Current

LONGVILLE Municipality LONGVILLE

0.58 Segment Length 0.58

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

NORTHWEST LIMITS LONGVILLETO 0.58 MILES EAST

Termini NORTHWEST LIMITS LONGVILLETO 0.58 MILES EAST

990 Present AADT 990

2015 Year of Count 2015

1 Projection Factor 1

990 Projected Traffic 990

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

0.58 * 1369859.45 / 60 * 25* 1.15

$380,707

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.58 * 2904 * 48.87 / 15 * 25 $137,188

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.58 * 71309.22 / 60 * 25 $17,233

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $380,707 + $137,188+ $17,233

$535,128

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-605-070

Original Current

LONGVILLE Municipality LONGVILLE

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

0.58 M E OF NW LIM TO TH 84 Termini 0.58 M E OF NW LIM TO TH 84

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 )

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

0.1 * 1369859.45 / 60 * 25 *1.15

$65,639

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2904 * 48.87 / 15 * 25 $23,653

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 71309.22 / 60 * 25 $2,971

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $65,639 + $23,653 +$2,971

$92,263

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-606-010

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

W CO LINE TO 3.9 MI E Termini W CO LINE TO 3.9 MI E

410 Present AADT 410

2015 Year of Count 2015

1 Projection Factor 1

410 Projected Traffic 410

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

3.9 * 468839.66 / 60 * 25 *1.1

$838,051

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.9 * 2112 * 48.87 / 20 * 25 $503,166

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.9 * 51.09 / 60 * 25 $83

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $838,051 + $503,166+ $83

$1,341,300

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-606-020

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

3.9 MI E OF W CO LINE TO TH 371 Termini 3.9 MI E OF W CO LINE TO TH 371

750 Present AADT 750

2015 Year of Count 2015

1 Projection Factor 1

750 Projected Traffic 750

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

RECONSTRUCTED SAP 11-606-07IN 2004

Comments RECONSTRUCTED SAP 11-606-07IN 2004

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

11520 Structure Number 11520

7.95 Milepoint 7.95

2002 Year Built 2002

Boy River Feature Crossed Boy River

Type of Service

Number of Spans

59.2 Bridge Length 59.2

39.3 Bridge Width 39.3

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

4.5 * 468839.66 / 60 * 25 *1.1

$966,982

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.5 * 2112 * 48.87 / 20 * 25 $580,576

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.5 * 51.09 / 60 * 25 $96

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

59.2 * 39.3 * 152 / 80 * 25 *1.15

$127,088

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

$0 + $966,982 + $580,576+ $96 + $127,088

$1,674,742

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-607-010

Original Current

LONGVILLE Municipality LONGVILLE

0.31 Segment Length 0.31

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

4 Existing Surface Lanes 4

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 84 TO CSAH 54 Termini TH 84 TO CSAH 54

1700 Present AADT 1700

2015 Year of Count 2015

1 Projection Factor 1

1700 Projected Traffic 1700

URBAN Design Type URBAN

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

2015 Latest Year SA funds 2015

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2015 SAP 011-607-012.RECONSTRUCTION

Comments 2015 SAP 011-607-012.RECONSTRUCTION

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.31 * 1369859.45 / 60 * 25* 1.15

$203,481

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.31 * 2904 * 48.87 / 15 * 25 $73,325

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.31 * 71309.22 / 60 * 25 $9,211

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $203,481 + $73,325 +$9,211

$286,017

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-607-011

Original Current

LONGVILLE Municipality LONGVILLE

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

CSAH 54 TO E LIM LONGVILLE Termini CSAH 54 TO E LIM LONGVILLE

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 )

2004 Latest Year SA funds 2004

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

RECONSTRUCTED SAP 11-607-08IN 2004

Comments RECONSTRUCTED SAP 11-607-08IN 2004

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 468839.66 / 60 * 25 *1.1

$30,084

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.14 * 2112 * 48.87 / 20 * 25 $18,062

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.14 * 51.09 / 60 * 25 $3

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $30,084 + $18,062 +$3

$48,149

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-607-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.8 Segment Length 1.8

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

E LIM LONGVILLE TO 1.8 MI E Termini E LIM LONGVILLE TO 1.8 MI E

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 )

2004 Latest Year SA funds 2004

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

RECONSTRUCTED SAP 11-607-08IN 2004

Comments RECONSTRUCTED SAP 11-607-08IN 2004

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

11521 Structure Number 11521

1.31 Milepoint 1.31

2002 Year Built 2002

Boy River Feature Crossed Boy River

Type of Service

Number of Spans

84.6 Bridge Length 84.6

43.3 Bridge Width 43.3

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

1.8 * 468839.66 / 60 * 25 *1.1

$386,793

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.8 * 2112 * 48.87 / 20 * 25 $232,230

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.8 * 51.09 / 60 * 25 $38

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

84.6 * 43.3 * 152 / 80 * 25 *1.15

$200,101

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

$0 + $386,793 + $232,230+ $38 + $200,101

$819,162

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-607-030

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

1.80 MI E OF E LIM LONGVILLE TOCR 129

Termini 1.80 MI E OF E LIM LONGVILLE TOCR 129

770 Present AADT 770

2015 Year of Count 2015

1 Projection Factor 1

770 Projected Traffic 770

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

RECONSTRUCTED SAP 11-607-08IN 2004

Comments RECONSTRUCTED SAP 11-607-08IN 2004

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

11505 Structure Number 11505

3.99 Milepoint 3.99

1964 Year Built 1964

INGUADONA BAY Feature Crossed INGUADONA BAY

Type of Service

Number of Spans

56 Bridge Length 56

30.6 Bridge Width 30.6

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

2.6 * 468839.66 / 60 * 25 *1.1

$558,701

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.6 * 2112 * 48.87 / 20 * 25 $335,444

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.6 * 51.09 / 60 * 25 $55

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

56 * 30.6 * 152 / 80 * 25 *1.15

$93,605

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

$0 + $558,701 + $335,444+ $55 + $93,605

$987,805

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-607-040

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

8.4 Segment Length 8.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CR 129 TO TH 6 Termini CR 129 TO TH 6

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 )

1981 Latest Year SA funds 1981

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

8.4 * 468839.66 / 60 * 25 *1.1

$1,805,033

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

8.4 * 2112 * 48.87 / 20 * 25 $1,083,741

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

8.4 * 51.09 / 60 * 25 $179

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,805,033 +$1,083,741 + $179

$2,888,953

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-608-010

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

TH 2 TO NORTH LIMITS BENA Termini TH 2 TO NORTH LIMITS BENA

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 )

1976 Latest Year SA funds 1976

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

BURLINGTON NORTHERN SANTAFE RAILWAY

RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY

097791J USDOT Number 097791J

0.05 Located at Milepoint 0.05

1 Mainline Tracks 1

SIGNALS ONLY Protection Type SIGNALS ONLY

1980 Last Year Protection Upgraded 1980

48 Crossing Length 48

Last Year Surfaced

100% Percentage of Cost 100%

Comments

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.1 * 468839.66 / 60 * 25 *1.1

$21,488

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2112 * 48.87 / 20 * 25 $12,902

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 51.09 / 60 * 25 $2

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

275000 / 25 * 25 $275,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

48 * 1350 / 25 * 25 $64,800

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

$0 + $21,488 + $12,902 +$2 + $275,000 + $64,800

$374,192

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-608-020

Original Current

BENA Municipality BENA

0.76 Segment Length 0.76

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

NO LIM TO SO LIM BENA Termini NO LIM TO SO LIM BENA

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 )

1976 Latest Year SA funds 1976

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.76 * 468839.66 / 60 * 25 *1.1

$163,312

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.76 * 2112 * 48.87 / 20 * 25 $98,053

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.76 * 51.09 / 60 * 25 $16

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $163,312 + $98,053 +$16

$261,381

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-608-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

6.4 Segment Length 6.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

SO LIM BENA TO DIKE ATFEDERAL DAM

Termini SO LIM BENA TO DIKE ATFEDERAL DAM

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

6.4 * 468839.66 / 60 * 25 *1.1

$1,375,263

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

6.4 * 2112 * 48.87 / 20 * 25 $825,708

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

6.4 * 51.09 / 60 * 25 $136

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,375,263 + $825,708+ $136

$2,201,107

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-608-040

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

DIKE AT FED DAM TO BRIDGE NO.11504

Termini DIKE AT FED DAM TO BRIDGE NO.11504

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 )

1984 Latest Year SA funds 1984

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

11504 Structure Number 11504

14.775 Milepoint 14.775

1963 Year Built 1963

LEECH LAKE RIVER Feature Crossed LEECH LAKE RIVER

Type of Service

Number of Spans

130.3 Bridge Length 130.3

30.9 Bridge Width 30.9

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

0.2 * 468839.66 / 60 * 25 *1.1

$42,977

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 2112 * 48.87 / 20 * 25 $25,803

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 51.09 / 60 * 25 $4

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

130.3 * 30.9 * 152 / 80 * 25* 1.15

$219,935

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

$0 + $42,977 + $25,803 +$4 + $219,935

$288,719

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-608-050

Original Current

FEDERAL DAM Municipality FEDERAL DAM

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

BRIDGE NO. 11504 TO SO LIM FEDDAM

Termini BRIDGE NO. 11504 TO SO LIM FEDDAM

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

2009 OVERLAY, SP 11-608-012 Comments 2009 OVERLAY, SP 11-608-012

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.7 * 468839.66 / 60 * 25 *1.1

$150,419

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.7 * 2112 * 48.87 / 20 * 25 $90,312

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.7 * 51.09 / 60 * 25 $15

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $150,419 + $90,312 +$15

$240,746

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-608-060

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

8.4 Segment Length 8.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

SO LIM FED DAM TO CO. RD. 157 Termini SO LIM FED DAM TO CO. RD. 157

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 )

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SAP 011-608-015 R&R BR

2010 OVERLAY, SAP 11-608-013

Comments 2013 SAP 011-608-015 R&R BR

2010 OVERLAY, SAP 11-608-013

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

11529 Structure Number 11529

8.556 Milepoint 8.556

2013 Year Built 2013

BOY RIVER Feature Crossed BOY RIVER

Type of Service

3 Number of Spans 3

142.5 Bridge Length 142.5

51.5 Bridge Width 51.5

100% Shared Structure 100%

2013 SAP 011-608-015 R&R BR Comments 2013 SAP 011-608-015 R&R BR

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

8.4 * 468839.66 / 60 * 25 *1.1

$1,805,033

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

8.4 * 2112 * 48.87 / 20 * 25 $1,083,741

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

8.4 * 51.09 / 60 * 25 $179

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

142.5 * 51.5 * 152 / 80 * 25* 1.15

$400,879

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

$0 + $1,805,033 +$1,083,741 + $179 +$400,879

$3,289,832

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-608-070

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.6 Segment Length 5.6

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CO. RD. 157 SO TO TH 200 Termini CO. RD. 157 SO TO TH 200

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 )

2012 Latest Year SA funds 2012

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2012 SAP 011-608-014 SA,STP ANDLOCAL FUNDS USED

Comments 2012 SAP 011-608-014 SA,STP ANDLOCAL FUNDS USED

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

5.6 * 468839.66 / 60 * 25 *1.1

$1,203,355

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.6 * 2112 * 48.87 / 20 * 25 $722,494

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.6 * 51.09 / 60 * 25 $119

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,203,355 + $722,494+ $119

$1,925,968

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-609-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

9 Segment Length 9

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 2 TO 0.2 MI W OF E COUNTYLINE

Termini TH 2 TO 0.2 MI W OF E COUNTYLINE

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 )

1995 Latest Year SA funds 1995

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

9 * 468839.66 / 60 * 25 * 1.1 $1,933,964

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

9 * 2112 * 48.87 / 20 * 25 $1,161,151

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

9 * 51.09 / 60 * 25 $192

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,933,964 +$1,161,151 + $192

$3,095,307

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-609-020

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

0.2 MI W TO E CO LINE(MISS. RIV.) Termini 0.2 MI W TO E CO LINE(MISS. RIV.)

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 )

1990 Latest Year SA funds 1990

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

5358 Structure Number 5358

9.15 Milepoint 9.15

1918 Year Built 1918

MISSISSIPPI RIVER (DAM) Feature Crossed MISSISSIPPI RIVER (DAM)

Type of Service

0 Number of Spans 0

169 Bridge Length 169

45.9 Bridge Width 45.9

50% Shared Structure 50%

SHARED W/ ITASCA CSAH 9 Comments SHARED W/ ITASCA CSAH 9

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

0.2 * 468839.66 / 60 * 25 *1.1

$42,977

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 2112 * 48.87 / 20 * 25 $25,803

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 51.09 / 60 * 25 $4

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

169 * 45.9 * 138 / 80 * 25 *1.15 * 50%

$192,352

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

$0 + $42,977 + $25,803 +$4 + $192,352

$261,136

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-610-010

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 2 TO NO CO LINE Termini TH 2 TO NO 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 )

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

2.7 * 468839.66 / 60 * 25 *1.1

$580,189

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.7 * 2112 * 48.87 / 20 * 25 $348,345

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.7 * 51.09 / 60 * 25 $57

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $580,189 + $348,345+ $57

$928,591

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-611-010

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

CSAH 5 TO TH 84 Termini CSAH 5 TO TH 84

570 Present AADT 570

2015 Year of Count 2015

1 Projection Factor 1

570 Projected Traffic 570

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

OVERLAY PROJECT COMPLETEDIN 2010. SAP 11-611-004

Comments OVERLAY PROJECT COMPLETEDIN 2010. SAP 11-611-004

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 468839.66 / 60 * 25 *1.1

$816,562

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.8 * 2112 * 48.87 / 20 * 25 $490,264

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.8 * 51.09 / 60 * 25 $81

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $816,562 + $490,264+ $81

$1,306,907

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-612-010

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

WEST CO LINE TO CSAH 37 Termini WEST CO LINE TO CSAH 37

600 Present AADT 600

2015 Year of Count 2015

1 Projection Factor 1

600 Projected Traffic 600

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

0.3 * 468839.66 / 60 * 25 *1.1

$64,465

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2112 * 48.87 / 20 * 25 $38,705

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 51.09 / 60 * 25 $6

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $64,465 + $38,705 +$6

$103,176

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-612-011

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.4 Segment Length 2.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 37 TO 2.7 MI NE OF W COLINE

Termini CSAH 37 TO 2.7 MI NE OF W COLINE

600 Present AADT 600

2015 Year of Count 2015

1 Projection Factor 1

600 Projected Traffic 600

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

2.4 * 468839.66 / 60 * 25 *1.1

$515,724

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.4 * 2112 * 48.87 / 20 * 25 $309,640

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.4 * 51.09 / 60 * 25 $51

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $515,724 + $309,640+ $51

$825,415

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-612-020

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

2.7 M NE W CO L TO W L WALKER Termini 2.7 M NE W CO L TO W L WALKER

600 Present AADT 600

2015 Year of Count 2015

1 Projection Factor 1

600 Projected Traffic 600

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

2.7 * 468839.66 / 60 * 25 *1.1

$580,189

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.7 * 2112 * 48.87 / 20 * 25 $348,345

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.7 * 51.09 / 60 * 25 $57

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $580,189 + $348,345+ $57

$928,591

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-612-030

Original Current

WALKER Municipality WALKER

0.36 Segment Length 0.36

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W LIMS WALKER TO 0.07 MILESSO. OF TH 371

Termini W LIMS WALKER TO 0.07 MILESSO. OF TH 371

600 Present AADT 600

2015 Year of Count 2015

1 Projection Factor 1

600 Projected Traffic 600

URBAN Design Type URBAN

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

1991 Latest Year SA funds 1991

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.36 * 1369859.45 / 60 * 25* 1.15

$236,301

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.36 * 2904 * 48.87 / 15 * 25 $85,151

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.36 * 71309.22 / 60 * 25 $10,696

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $236,301 + $85,151 +$10,696

$332,148

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-612-031

Original Current

WALKER Municipality WALKER

0.07 Segment Length 0.07

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

FROM 0.07 MILES SO. OF TH 371TO TH 371.

Termini FROM 0.07 MILES SO. OF TH 371TO TH 371.

600 Present AADT 600

2015 Year of Count 2015

1 Projection Factor 1

600 Projected Traffic 600

URBAN Design Type URBAN

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

1991 Latest Year SA funds 1991

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.07 * 1369859.45 / 60 * 25* 1.15

$45,947

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.07 * 2904 * 48.87 / 15 * 25 $16,557

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.07 * 71309.22 / 60 * 25 $2,080

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $45,947 + $16,557 +$2,080

$64,584

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-613-010

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 200 TO CSAH 72 Termini TH 200 TO CSAH 72

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 )

2003 Latest Year SA funds 2003

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

11518 Structure Number 11518

5.549 Milepoint 5.549

2003 Year Built 2003

ROOSEVELT CANAL Feature Crossed ROOSEVELT CANAL

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Spans 3

90.5 Bridge Length 90.5

43.3 Bridge Width 43.3

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

6.5 * 468839.66 / 60 * 25 *1.1

$1,396,751

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

6.5 * 2112 * 48.87 / 20 * 25 $838,609

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

6.5 * 51.09 / 60 * 25 $138

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

90.5 * 43.3 * 152 / 80 * 25 *1.15

$214,056

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

$0 + $1,396,751 + $838,609+ $138 + $214,056

$2,449,554

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-614-010

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

FROM CSAH 2 TO W CITY LIMITSPINE RIVER

Termini FROM CSAH 2 TO W CITY LIMITSPINE RIVER

1050 Present AADT 1050

2015 Year of Count 2015

1 Projection Factor 1

1050 Projected Traffic 1050

URBAN Design Type URBAN

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

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

0.3 * 1369859.45 / 60 * 25 *1.15

$196,917

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2904 * 48.87 / 15 * 25 $70,959

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 71309.22 / 60 * 25 $8,914

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $196,917 + $70,959 +$8,914

$276,790

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-614-020

Original Current

PINE RIVER Municipality PINE RIVER

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

FROM W CITY LIMITS PINE RIVERTO T.H. 371

Termini FROM W CITY LIMITS PINE RIVERTO T.H. 371

2250 Present AADT 2250

2015 Year of Count 2015

1 Projection Factor 1

2250 Projected Traffic 2250

URBAN Design Type URBAN

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

2001 Latest Year SA funds 2001

1 Number of Signal Legs 1

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.25 * 1369859.45 / 60 * 25* 1.15

$164,098

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.25 * 2904 * 48.87 / 15 * 25 $59,133

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.25 * 71309.22 / 60 * 25 $7,428

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $164,098 +$59,133 + $7,428

$265,815

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-615-010

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

CSAH 1 TO 3.1 MILES EAST Termini CSAH 1 TO 3.1 MILES EAST

470 Present AADT 470

2015 Year of Count 2015

1 Projection Factor 1

470 Projected Traffic 470

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

3.1 * 468839.66 / 60 * 25 *1.1

$666,143

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.1 * 2112 * 48.87 / 20 * 25 $399,952

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.1 * 51.09 / 60 * 25 $66

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $666,143 + $399,952+ $66

$1,066,161

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-615-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.4 Segment Length 0.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

3.1 M E OF CSAH 1 TO CSAH 77 Termini 3.1 M E OF CSAH 1 TO CSAH 77

470 Present AADT 470

2015 Year of Count 2015

1 Projection Factor 1

470 Projected Traffic 470

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

0.4 * 468839.66 / 60 * 25 *1.1

$85,954

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2112 * 48.87 / 20 * 25 $51,607

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 51.09 / 60 * 25 $9

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $85,954 + $51,607 +$9

$137,570

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-617-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.5 Segment Length 5.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 1 TO E CO LINE Termini CSAH 1 TO E CO LINE

940 Present AADT 940

2015 Year of Count 2015

1 Projection Factor 1

940 Projected Traffic 940

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

011-617-005 REMOVED 2CULVERTS

Comments 011-617-005 REMOVED 2CULVERTS

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

5.5 * 468839.66 / 60 * 25 *1.1

$1,181,867

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.5 * 2112 * 48.87 / 20 * 25 $709,592

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.5 * 51.09 / 60 * 25 $117

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,181,867 + $709,592+ $117

$1,891,576

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-618-010

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 210 TO SO LIMS E GULL LAKE Termini TH 210 TO SO LIMS E GULL LAKE

2200 Present AADT 2200

2015 Year of Count 2015

1 Projection Factor 1

2200 Projected Traffic 2200

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

2.2 * 832238.66 / 60 * 25 *1.1

$839,174

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.2 * 2376 * 48.87 / 20 * 25 $319,317

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.2 * 49526.15 / 60 * 25 $45,399

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $839,174 + $319,317+ $45,399

$1,203,890

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : CASS Segment Nbr : 011-618-020

Original Current

EAST GULL LAKE Municipality EAST GULL LAKE

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

S LIM EAST GULL LAKE TO E JCTCSAH 77

Termini S LIM EAST GULL LAKE TO E JCTCSAH 77

2200 Present AADT 2200

2015 Year of Count 2015

1 Projection Factor 1

2200 Projected Traffic 2200

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 SAP 011-618-010 M&OL Comments 2016 SAP 011-618-010 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

1.2 * 832238.66 / 60 * 25 *1.1

$457,731

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.2 * 2376 * 48.87 / 20 * 25 $174,173

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.2 * 49526.15 / 60 * 25 $24,763

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $457,731 + $174,173+ $24,763

$656,667

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : CASS Segment Nbr : 011-618-030

Original Current

EAST GULL LAKE Municipality EAST GULL LAKE

0.58 Segment Length 0.58

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W JCT CSAH 77 TO 0.58 MI N Termini W JCT CSAH 77 TO 0.58 MI N

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 )

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 SAP 011-618-010 M&OL Comments 2016 SAP 011-618-010 M&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.58 * 468839.66 / 60 * 25 *1.1

$124,633

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.58 * 2112 * 48.87 / 20 * 25 $74,830

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.58 * 51.09 / 60 * 25 $12

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $124,633 + $74,830 +$12

$199,475

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : CASS Segment Nbr : 011-618-040

Original Current

EAST GULL LAKE Municipality EAST GULL LAKE

0.13 Segment Length 0.13

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.58 MI N TO 0.71 MI N OF CSAH 77 Termini 0.58 MI N TO 0.71 MI N OF CSAH 77

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 )

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 SAP 011-618-010 M&OL Comments 2016 SAP 011-618-010 M&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.13 * 468839.66 / 60 * 25 *1.1

$27,935

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.13 * 2112 * 48.87 / 20 * 25 $16,772

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.13 * 51.09 / 60 * 25 $3

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $27,935 + $16,772 +$3

$44,710

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-619-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4 Segment Length 4

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

WEST COUNTY LINE TO TH 64 Termini WEST COUNTY LINE TO TH 64

90 Present AADT 90

2015 Year of Count 2015

1 Projection Factor 1

90 Projected Traffic 90

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

4 * 234419.83 / 60 * 25 * 1.1 $429,770

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

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

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$429,770 + $281,190 + $0 $710,960

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-620-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

6.1 Segment Length 6.1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W CO LINE TO TH 64 Termini W CO LINE TO TH 64

270 Present AADT 270

2015 Year of Count 2015

1 Projection Factor 1

270 Projected Traffic 270

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

92856 Structure Number 92856

3.28 Milepoint 3.28

1964 Year Built 1964

BEAVER CREEK Feature Crossed BEAVER CREEK

Type of Service

2 Number of Barrels 2

10 Culvert Width 10

7 Culvert Height 7

86 Culvert Length 86

55.00029983 Area of Waterway Opening 55.00029983

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

6.1 * 468839.66 / 60 * 25 *1.1

$1,310,798

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

6.1 * 2112 * 48.87 / 20 * 25 $787,002

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

6.1 * 51.09 / 60 * 25 $130

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

86 * 55.00029983 * 15.47 /100 * 25 * 1.15

$21,037

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

$0 + $1,310,798 + $787,002+ $130 + $21,037

$2,118,967

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-621-010

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

WEST COUNTY LINE TO TH 371 Termini WEST COUNTY LINE TO TH 371

340 Present AADT 340

2015 Year of Count 2015

1 Projection Factor 1

340 Projected Traffic 340

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

1.9 * 468839.66 / 60 * 25 *1.1

$408,281

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.9 * 2112 * 48.87 / 20 * 25 $245,132

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.9 * 51.09 / 60 * 25 $40

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $408,281 + $245,132+ $40

$653,453

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-622-010

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

WEST COUNTY LINE TO TH 371 Termini WEST COUNTY LINE TO TH 371

850 Present AADT 850

2015 Year of Count 2015

1 Projection Factor 1

850 Projected Traffic 850

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

2.6 * 468839.66 / 60 * 25 *1.1

$558,701

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.6 * 2112 * 48.87 / 20 * 25 $335,444

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.6 * 51.09 / 60 * 25 $55

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $558,701 + $335,444+ $55

$894,200

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-623-010

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 64 Termini W CO LINE TO TH 64

245 Present AADT 245

2015 Year of Count 2015

1 Projection Factor 1

245 Projected Traffic 245

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

92866 Structure Number 92866

2.26 Milepoint 2.26

1971 Year Built 1971

FARNHAM CREEK Feature Crossed FARNHAM CREEK

Type of Service

1 Number of Barrels 1

12 Culvert Width 12

7 Culvert Height 7

84 Culvert Length 84

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

4 * 468839.66 / 60 * 25 * 1.1 $859,539

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4 * 2112 * 48.87 / 20 * 25 $516,067

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4 * 51.09 / 60 * 25 $85

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

84 * 63.99999662 * 15.47 /100 * 25 * 1.15

$23,910

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

$0 + $859,539 + $516,067+ $85 + $23,910

$1,399,601

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : CASS Segment Nbr : 011-624-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.4 Segment Length 5.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 64 TO 0.2 MI W CSAH 25 Termini TH 64 TO 0.2 MI W CSAH 25

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 )

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 SAP 011-624-006 RC&OL Comments 2016 SAP 011-624-006 RC&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

5.4 * 468839.66 / 60 * 25 *1.1

$1,160,378

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.4 * 2112 * 48.87 / 20 * 25 $696,691

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.4 * 51.09 / 60 * 25 $115

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,160,378 + $696,691+ $115

$1,857,184

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : CASS Segment Nbr : 011-624-020

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

0.2 MILE WEST OF CSAH 25 TOCSAH 1

Termini 0.2 MILE WEST OF CSAH 25 TOCSAH 1

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 )

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 SAP 011-624-006 RC&OL Comments 2016 SAP 011-624-006 RC&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

6.5 * 468839.66 / 60 * 25 *1.1

$1,396,751

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

6.5 * 2112 * 48.87 / 20 * 25 $838,609

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

6.5 * 51.09 / 60 * 25 $138

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,396,751 + $838,609+ $138

$2,235,498

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-625-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

8.7 Segment Length 8.7

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

JCT CSAH 24 TO 5.0 MILES SOUTHOF CSAH 2

Termini JCT CSAH 24 TO 5.0 MILES SOUTHOF CSAH 2

185 Present AADT 185

2015 Year of Count 2015

1 Projection Factor 1

185 Projected Traffic 185

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

8.7 * 468839.66 / 60 * 25 *1.1

$1,869,498

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

8.7 * 2112 * 48.87 / 20 * 25 $1,122,446

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

8.7 * 51.09 / 60 * 25 $185

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,869,498 +$1,122,446 + $185

$2,992,129

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-625-011

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5 Segment Length 5

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

5.0 MI S OF CSAH 2 TO CSAH 2 Termini 5.0 MI S OF CSAH 2 TO CSAH 2

185 Present AADT 185

2015 Year of Count 2015

1 Projection Factor 1

185 Projected Traffic 185

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

5711 Structure Number 5711

9.25 Milepoint 9.25

1937 Year Built 1937

BUNGO CREEK Feature Crossed BUNGO CREEK

Type of Service

Number of Spans

20.5 Bridge Length 20.5

19.5 Bridge Width 19.5

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

5 * 468839.66 / 60 * 25 * 1.1 $1,074,424

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5 * 2112 * 48.87 / 20 * 25 $645,084

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5 * 51.09 / 60 * 25 $106

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

20.5 * 19.5 * 152 / 80 * 25 *1.15

$21,836

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

$0 + $1,074,424 + $645,084+ $106 + $21,836

$1,741,450

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-625-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

6 Segment Length 6

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 2 TO TH 371 Termini CSAH 2 TO TH 371

180 Present AADT 180

2015 Year of Count 2015

1 Projection Factor 1

180 Projected Traffic 180

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

6 * 468839.66 / 60 * 25 * 1.1 $1,289,309

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

6 * 2112 * 48.87 / 20 * 25 $774,101

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

6 * 51.09 / 60 * 25 $128

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,289,309 + $774,101+ $128

$2,063,538

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-626-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

6 Segment Length 6

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 28 TO CSAH 2 Termini CSAH 28 TO CSAH 2

185 Present AADT 185

2015 Year of Count 2015

1 Projection Factor 1

185 Projected Traffic 185

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

6 * 468839.66 / 60 * 25 * 1.1 $1,289,309

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

6 * 2112 * 48.87 / 20 * 25 $774,101

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

6 * 51.09 / 60 * 25 $128

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,289,309 + $774,101+ $128

$2,063,538

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-627-010

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

FROM CSAH 25 TO TH 87 Termini FROM CSAH 25 TO TH 87

125 Present AADT 125

2015 Year of Count 2015

1 Projection Factor 1

125 Projected Traffic 125

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 * 234419.83 / 60 * 25 * 1.1 $214,885

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

$214,885 + $140,595 + $0 $355,480

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-628-010

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 25 TO 0.3 MI W OF CSAH 26 Termini CSAH 25 TO 0.3 MI W OF CSAH 26

70 Present AADT 70

2015 Year of Count 2015

1 Projection Factor 1

70 Projected Traffic 70

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 * 234419.83 / 60 * 25 * 1.1 $322,327

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

$322,327 + $210,893 + $0 $533,220

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-628-020

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

0.3 MI W OF CSAH 26 TO CSAH 1 Termini 0.3 MI W OF CSAH 26 TO CSAH 1

275 Present AADT 275

2015 Year of Count 2015

1 Projection Factor 1

275 Projected Traffic 275

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

3.1 * 468839.66 / 60 * 25 *1.1

$666,143

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.1 * 2112 * 48.87 / 20 * 25 $399,952

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.1 * 51.09 / 60 * 25 $66

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $666,143 + $399,952+ $66

$1,066,161

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-629-010

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 1 TO W CORP LIMLAKESHORE

Termini CSAH 1 TO W CORP LIMLAKESHORE

600 Present AADT 600

2015 Year of Count 2015

1 Projection Factor 1

600 Projected Traffic 600

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 * 468839.66 / 60 * 25 * 1.1 $644,655

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3 * 2112 * 48.87 / 20 * 25 $387,050

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3 * 51.09 / 60 * 25 $64

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $644,655 + $387,050+ $64

$1,031,769

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-629-020

Original Current

LAKE SHORE Municipality LAKE SHORE

1 Segment Length 1

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W CORP LIM OF LAKESHORE TO1.0 MI E

Termini W CORP LIM OF LAKESHORE TO1.0 MI E

600 Present AADT 600

2015 Year of Count 2015

1 Projection Factor 1

600 Projected Traffic 600

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 * 468839.66 / 60 * 25 * 1.1 $214,885

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 48.87 / 20 * 25 $129,017

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 51.09 / 60 * 25 $21

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $214,885 + $129,017+ $21

$343,923

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : CASS Segment Nbr : 011-629-030

Original Current

LAKE SHORE Municipality LAKE SHORE

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

1.0 MI E OF W LIM LAKE SHORETO E CO LINE

Termini 1.0 MI E OF W LIM LAKE SHORETO E CO LINE

760 Present AADT 760

2015 Year of Count 2015

1 Projection Factor 1

760 Projected Traffic 760

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 011-629-007 OL Comments 2016 SAP 011-629-007 OL

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

96182 Structure Number 96182

4.169 Milepoint 4.169

1985 Year Built 1985

STONY BROOK Feature Crossed STONY BROOK

Type of Service

3 Number of Barrels 3

10 Culvert Width 10

7 Culvert Height 7

82 Culvert Length 82

155.00016 Area of Waterway Opening 155.00016

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Culvert Information Status: Original

Original Current

96183 Structure Number 96183

5.572 Milepoint 5.572

1985 Year Built 1985

MAYO CREEK Feature Crossed MAYO CREEK

Type of Service

1 Number of Barrels 1

14 Culvert Width 14

10 Culvert Height 10

160 Culvert Length 160

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

2.7 * 468839.66 / 60 * 25 *1.1

$580,189

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.7 * 2112 * 48.87 / 20 * 25 $348,345

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.7 * 51.09 / 60 * 25 $57

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

82 * 155.00016 * 15.47 /100 * 25 * 1.15

$56,529

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

160 * 98.99989386 * 15.47 /100 * 25 * 1.15

$70,450

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

$0 + $580,189 + $348,345+ $57 + $56,529 + $70,450

$1,055,570

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-630-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4 Segment Length 4

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

WEST COUNTY LINE TO COUNTYROAD 106

Termini WEST COUNTY LINE TO COUNTYROAD 106

70 Present AADT 70

2015 Year of Count 2015

1 Projection Factor 1

70 Projected Traffic 70

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

4 * 234419.83 / 60 * 25 * 1.1 $429,770

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

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

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$429,770 + $281,190 + $0 $710,960

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-630-020

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

COUNTY ROAD 106 TO TH 64 Termini COUNTY ROAD 106 TO TH 64

70 Present AADT 70

2015 Year of Count 2015

1 Projection Factor 1

70 Projected Traffic 70

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 * 234419.83 / 60 * 25 * 1.1 $214,885

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

$214,885 + $140,595 + $0 $355,480

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-631-010

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

T.H.210 TO WEST LIM PILLAGER Termini T.H.210 TO WEST LIM PILLAGER

740 Present AADT 740

2015 Year of Count 2015

1 Projection Factor 1

740 Projected Traffic 740

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

RECONSTRUCTED SAP 11-631-01 Comments RECONSTRUCTED SAP 11-631-01

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

11J07 Structure Number 11J07

2.886 Milepoint 2.886

2006 Year Built 2006

SEVEN MILE CREEK Feature Crossed SEVEN MILE CREEK

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

10 Culvert Width 10

7 Culvert Height 7

50 Culvert Length 50

51.00043459 Area of Waterway Opening 51.00043459

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

076278P USDOT Number 076278P

3.38 Located at Milepoint 3.38

1 Mainline Tracks 1

SIGNALS & GATES Protection Type SIGNALS & GATES

2005 Last Year Protection Upgraded 2005

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

4 * 468839.66 / 60 * 25 * 1.1 $859,539

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4 * 2112 * 48.87 / 20 * 25 $516,067

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4 * 51.09 / 60 * 25 $85

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

50 * 51.00043459 * 15.47 /100 * 25 * 1.15

$11,342

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

325000 / 25 * 25 $325,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

56 * 1350 / 25 * 25 $75,600

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

$0 + $859,539 + $516,067+ $85 + $11,342 +$325,000 + $75,600

$1,787,633

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-631-020

Original Current

PILLAGER Municipality PILLAGER

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

WEST LIM PILLAGER TO CSAH 1 Termini WEST LIM PILLAGER TO CSAH 1

740 Present AADT 740

2015 Year of Count 2015

1 Projection Factor 1

740 Projected Traffic 740

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

RECONSTRUCTED SAP 11-631-01 Comments RECONSTRUCTED SAP 11-631-01

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 1369859.45 / 60 * 25 *1.15

$328,195

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2904 * 48.87 / 15 * 25 $118,265

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 71309.22 / 60 * 25 $14,856

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $328,195 + $118,265+ $14,856

$461,316

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-632-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.4 Segment Length 5.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 33 TO CSAH 67 Termini CSAH 33 TO CSAH 67

475 Present AADT 475

2015 Year of Count 2015

1 Projection Factor 1

475 Projected Traffic 475

RURAL Design Type RURAL

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

1990 Latest Year SA funds 1990

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

96921 Structure Number 96921

1.678 Milepoint 1.678

1989 Year Built 1989

SWAN CREEK Feature Crossed SWAN CREEK

Type of Service

1 Number of Barrels 1

Culvert Width

Culvert Height

78 Culvert Length 78

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

5.4 * 468839.66 / 60 * 25 *1.1

$1,160,378

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.4 * 2112 * 48.87 / 20 * 25 $696,691

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.4 * 51.09 / 60 * 25 $115

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

78 * 81.00050028 * 15.47 /100 * 25 * 1.15

$28,100

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

$0 + $1,160,378 + $696,691+ $115 + $28,100

$1,885,284

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-633-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.2 Segment Length 4.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W CO LINE TO TH 64 Termini W CO LINE TO TH 64

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 )

1990 Latest Year SA funds 1990

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

11510 Structure Number 11510

0 Milepoint 0

1977 Year Built 1977

CROW WING RIVER Feature Crossed CROW WING RIVER

Type of Service

0 Number of Spans 0

285.3 Bridge Length 285.3

39.8 Bridge Width 39.8

50% Shared Structure 50%

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

4.2 * 468839.66 / 60 * 25 *1.1

$902,516

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.2 * 2112 * 48.87 / 20 * 25 $541,871

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.2 * 51.09 / 60 * 25 $89

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

285.3 * 39.8 * 138 / 80 * 25* 1.15 * 50%

$281,567

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

$0 + $902,516 + $541,871+ $89 + $281,567

$1,726,043

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-634-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

7.6 Segment Length 7.6

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 64 TO CSAH 1 Termini TH 64 TO CSAH 1

750 Present AADT 750

2015 Year of Count 2015

1 Projection Factor 1

750 Projected Traffic 750

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

11507 Structure Number 11507

0.91 Milepoint 0.91

1964 Year Built 1964

MOSQUITO CREEK Feature Crossed MOSQUITO CREEK

Type of Service

1 Number of Barrels 1

16 Culvert Width 16

10 Culvert Height 10

109 Culvert Length 109

118.00033014 Area of Waterway Opening 118.00033014

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

7.6 * 468839.66 / 60 * 25 *1.1

$1,633,125

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

7.6 * 2112 * 48.87 / 20 * 25 $980,528

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

7.6 * 51.09 / 60 * 25 $162

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

109 * 118.00033014 * 15.47/ 100 * 25 * 1.15

$57,206

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

$0 + $1,633,125 + $980,528+ $162 + $57,206

$2,671,021

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-635-010

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 210 TO CSAH 34 Termini TH 210 TO CSAH 34

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 )

2010 Latest Year SA funds 2010

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

GRADED 2009, SAP 11-635-001

OVERLAY 2010, SAP 11-635-002

Comments GRADED 2009, SAP 11-635-001

OVERLAY 2010, SAP 11-635-002

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

4 * 468839.66 / 60 * 25 * 1.1 $859,539

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4 * 2112 * 48.87 / 20 * 25 $516,067

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4 * 51.09 / 60 * 25 $85

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $859,539 + $516,067+ $85

$1,375,691

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-635-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

8.5 Segment Length 8.5

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 34 TO TH 64 Termini CSAH 34 TO TH 64

185 Present AADT 185

2015 Year of Count 2015

1 Projection Factor 1

185 Projected Traffic 185

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

8.5 * 468839.66 / 60 * 25 *1.1

$1,826,521

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

8.5 * 2112 * 48.87 / 20 * 25 $1,096,643

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

8.5 * 51.09 / 60 * 25 $181

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,826,521 +$1,096,643 + $181

$2,923,345

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-636-010

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

E JCT TH 210 TO 2.1 MI SO Termini E JCT TH 210 TO 2.1 MI SO

1300 Present AADT 1300

2015 Year of Count 2015

1 Projection Factor 1

1300 Projected Traffic 1300

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

BURLINGTON NORTHERN SANTAFE RAILWAY

RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY

076268J USDOT Number 076268J

0.03 Located at Milepoint 0.03

1 Mainline Tracks 1

SIGNS ONLY Protection Type SIGNS ONLY

2006 Last Year Protection Upgraded 2006

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

2.1 * 468839.66 / 60 * 25 *1.1

$451,258

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.1 * 2112 * 48.87 / 20 * 25 $270,935

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.1 * 51.09 / 60 * 25 $45

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 + $451,258 + $270,935+ $45 + $1,500 + $43,200

$766,938

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-636-020

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

2.1 MI SE JCT TH 210 TO BR 11508 Termini 2.1 MI SE JCT TH 210 TO BR 11508

660 Present AADT 660

2015 Year of Count 2015

1 Projection Factor 1

660 Projected Traffic 660

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

11508 Structure Number 11508

2.04 Milepoint 2.04

1966 Year Built 1966

GULL RIVER Feature Crossed GULL RIVER

Type of Service

Number of Spans

120 Bridge Length 120

38.2 Bridge Width 38.2

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 * 468839.66 / 60 * 25 * 1.1 $429,770

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2 * 2112 * 48.87 / 20 * 25 $258,034

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2 * 51.09 / 60 * 25 $43

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

120 * 38.2 * 152 / 80 * 25 *1.15

$250,401

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

$0 + $429,770 + $258,034+ $43 + $250,401

$938,248

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-636-030

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

BR 11508 TO W JCT TH 210 Termini BR 11508 TO W JCT TH 210

700 Present AADT 700

2015 Year of Count 2015

1 Projection Factor 1

700 Projected Traffic 700

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

BURLINGTON NORTHERN SANTAFE RAILWAY

RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY

076272Y USDOT Number 076272Y

2.1 Located at Milepoint 2.1

1 Mainline Tracks 1

SIGNS ONLY Protection Type SIGNS ONLY

2008 Last Year Protection Upgraded 2008

40 Crossing Length 40

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

2.1 * 468839.66 / 60 * 25 *1.1

$451,258

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.1 * 2112 * 48.87 / 20 * 25 $270,935

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.1 * 51.09 / 60 * 25 $45

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

1500 / 25 * 25 $1,500

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

40 * 1350 / 25 * 25 $54,000

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

$0 + $451,258 + $270,935+ $45 + $1,500 + $54,000

$777,738

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-637-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.7 Segment Length 0.7

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

0 Existing Surface Lanes 0

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 50 TO WEST CITY LIMITS Termini CSAH 50 TO WEST CITY LIMITS

0 Present AADT 0

0 Year of Count 0

1.3 Projection Factor 1.3

0 Projected Traffic 0

RURAL Design Type RURAL

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

0 Latest Year SA funds 0

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

NEW 2012 CO#93555 Comments NEW 2012 CO#93555

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

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

$0

Total Segment Cost Non-Existing Segment $0 $0

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-637-020

Original Current

WALKER Municipality WALKER

0.4 Segment Length 0.4

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

0 Existing Surface Lanes 0

NOT DIVIDED Existing Lane Description NOT DIVIDED

WEST CITY LIMITS TO EXISITINGROADWAY

Termini WEST CITY LIMITS TO EXISITINGROADWAY

0 Present AADT 0

0 Year of Count 0

1.3 Projection Factor 1.3

0 Projected Traffic 0

RURAL Design Type RURAL

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

0 Latest Year SA funds 0

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

NEW 2012 CO#93555 Comments NEW 2012 CO#93555

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

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

$0

Total Segment Cost Non-Existing Segment $0 $0

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-637-030

Original Current

WALKER Municipality WALKER

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

EXISITING ROADWAY TO TH 371 Termini EXISITING ROADWAY TO TH 371

770 Present AADT 770

2015 Year of Count 2015

1 Projection Factor 1

770 Projected Traffic 770

RURAL Design Type RURAL

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

0 Latest Year SA funds 0

0 Number of Signal Legs 0

THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS

NEW 2012 CO#93555 Comments NEW 2012 CO#93555

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 468839.66 / 60 * 25 *1.1

$85,954

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2112 * 48.87 / 20 * 25 $51,607

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 51.09 / 60 * 25 $9

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $85,954 + $51,607 +$9

$137,570

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-638-010

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

W CO LINE TO 1.3 MI E Termini W CO LINE TO 1.3 MI E

1000 Present AADT 1000

2015 Year of Count 2015

1 Projection Factor 1

1000 Projected Traffic 1000

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

1.3 * 468839.66 / 60 * 25 *1.1

$279,350

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.3 * 2112 * 48.87 / 20 * 25 $167,722

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.3 * 51.09 / 60 * 25 $28

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $279,350 + $167,722+ $28

$447,100

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-638-020

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

1.3 MI E OF W CO LINE TO TH 371 Termini 1.3 MI E OF W CO LINE TO TH 371

1000 Present AADT 1000

2015 Year of Count 2015

1 Projection Factor 1

1000 Projected Traffic 1000

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

1.4 * 468839.66 / 60 * 25 *1.1

$300,839

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.4 * 2112 * 48.87 / 20 * 25 $180,624

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.4 * 51.09 / 60 * 25 $30

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $300,839 + $180,624+ $30

$481,493

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-639-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.4 Segment Length 2.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 200 TO 0.3 MI E OF BREVIK Termini TH 200 TO 0.3 MI E OF BREVIK

180 Present AADT 180

2015 Year of Count 2015

1 Projection Factor 1

180 Projected Traffic 180

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 001-639-004 M&OL Comments 2012 SAP 001-639-004 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

2.4 * 468839.66 / 60 * 25 *1.1

$515,724

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.4 * 2112 * 48.87 / 20 * 25 $309,640

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.4 * 51.09 / 60 * 25 $51

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $515,724 + $309,640+ $51

$825,415

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-639-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.7 Segment Length 3.7

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.3 MI E OF BREVIK TO TH 200 Termini 0.3 MI E OF BREVIK TO TH 200

35 Present AADT 35

2015 Year of Count 2015

1 Projection Factor 1

35 Projected Traffic 35

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

3.7 * 234419.83 / 60 * 25 *1.1

$397,537

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.7 * 546 * 10.3 / 2 * 25 $260,101

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.7 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$397,537 + $260,101 + $0 $657,638

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-640-010

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

W CO LINE TO 3.1 MILES EAST Termini W CO LINE TO 3.1 MILES EAST

560 Present AADT 560

2015 Year of Count 2015

1 Projection Factor 1

560 Projected Traffic 560

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

SAP 11-640-03, 2008 GRADING

SAP 11-640-04, 2009 BASE & SURF

Comments SAP 11-640-03, 2008 GRADING

SAP 11-640-04, 2009 BASE & SURF

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 468839.66 / 60 * 25 *1.1

$666,143

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.1 * 2112 * 48.87 / 20 * 25 $399,952

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.1 * 51.09 / 60 * 25 $66

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $666,143 + $399,952+ $66

$1,066,161

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-640-011

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

3.1 MILES EAST W.CO. LINE TOWEST LIMITS HACKENSACK

Termini 3.1 MILES EAST W.CO. LINE TOWEST LIMITS HACKENSACK

850 Present AADT 850

2015 Year of Count 2015

1 Projection Factor 1

850 Projected Traffic 850

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

4 * 468839.66 / 60 * 25 * 1.1 $859,539

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4 * 2112 * 48.87 / 20 * 25 $516,067

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4 * 51.09 / 60 * 25 $85

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $859,539 + $516,067+ $85

$1,375,691

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-640-020

Original Current

HACKENSACK Municipality HACKENSACK

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

W LIM HACKENSACK TO TH 371 Termini W LIM HACKENSACK TO TH 371

850 Present AADT 850

2015 Year of Count 2015

1 Projection Factor 1

850 Projected Traffic 850

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

0.14 * 468839.66 / 60 * 25 *1.1

$30,084

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.14 * 2112 * 48.87 / 20 * 25 $18,062

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.14 * 51.09 / 60 * 25 $3

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $30,084 + $18,062 +$3

$48,149

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-641-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

6 Segment Length 6

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 87 TO WEST COUNTY LINE Termini TH 87 TO WEST COUNTY LINE

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

6 * 234419.83 / 60 * 25 * 1.1 $644,655

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

6 * 546 * 10.3 / 2 * 25 $421,785

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

6 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$644,655 + $421,785 + $0 $1,066,440

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-641-020

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

ALONG WEST COUNTY LINE Termini ALONG WEST COUNTY LINE

35 Present AADT 35

2015 Year of Count 2015

1 Projection Factor 1

35 Projected Traffic 35

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

1 * 234419.83 / 60 * 25 * 1.1 $107,442

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

$107,442 + $70,298 + $0 $177,740

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-641-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.9 Segment Length 1.9

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

WEST COUNTY LINE TO CSAH 40 Termini WEST COUNTY LINE TO CSAH 40

35 Present AADT 35

2015 Year of Count 2015

1 Projection Factor 1

35 Projected Traffic 35

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

1.9 * 234419.83 / 60 * 25 *1.1

$204,141

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.9 * 546 * 10.3 / 2 * 25 $133,565

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.9 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$204,141 + $133,565 + $0 $337,706

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-642-010

Original Current

PINE RIVER Municipality PINE RIVER

0.33 Segment Length 0.33

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 371 TO 0.33 MI N Termini TH 371 TO 0.33 MI N

2100 Present AADT 2100

2015 Year of Count 2015

1 Projection Factor 1

2100 Projected Traffic 2100

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.33 * 832238.66 / 60 * 25 *1.1

$125,876

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.33 * 2376 * 48.87 / 20 * 25 $47,897

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.33 * 49526.15 / 60 * 25 $6,810

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $125,876 + $47,897 +$6,810

$180,583

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-642-011

Original Current

PINE RIVER Municipality PINE RIVER

0.32 Segment Length 0.32

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.33 MI N OF TH 371 TO N LIMSPINE RIVER

Termini 0.33 MI N OF TH 371 TO N LIMSPINE RIVER

1900 Present AADT 1900

2015 Year of Count 2015

1 Projection Factor 1

1900 Projected Traffic 1900

RURAL Design Type RURAL

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

1983 Latest Year SA funds 1983

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.32 * 832238.66 / 60 * 25 *1.1

$122,062

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.32 * 2376 * 48.87 / 20 * 25 $46,446

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.32 * 49526.15 / 60 * 25 $6,603

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $122,062 + $46,446 +$6,603

$175,111

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-642-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.7 Segment Length 3.7

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

N LIMS PINE RIVER TO 3.7 MI N Termini N LIMS PINE RIVER TO 3.7 MI N

1900 Present AADT 1900

2015 Year of Count 2015

1 Projection Factor 1

1900 Projected Traffic 1900

RURAL Design Type RURAL

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

1983 Latest Year SA funds 1983

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

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

3.7 * 832238.66 / 60 * 25 *1.1

$1,411,338

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.7 * 2376 * 48.87 / 20 * 25 $537,032

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.7 * 49526.15 / 60 * 25 $76,353

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,411,338 + $537,032+ $76,353

$2,024,723

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-642-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.7 Segment Length 5.7

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

3.7 MI N OF N LIM PINE RIVER TOTH 87

Termini 3.7 MI N OF N LIM PINE RIVER TOTH 87

140 Present AADT 140

2015 Year of Count 2015

1 Projection Factor 1

140 Projected Traffic 140

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

5.7 * 234419.83 / 60 * 25 *1.1

$612,422

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.7 * 546 * 10.3 / 2 * 25 $400,696

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.7 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$612,422 + $400,696 + $0 $1,013,118

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-643-010

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

TH 84 TO E CO LINE Termini TH 84 TO E CO LINE

310 Present AADT 310

2015 Year of Count 2015

1 Projection Factor 1

310 Projected Traffic 310

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

1 * 468839.66 / 60 * 25 * 1.1 $214,885

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 48.87 / 20 * 25 $129,017

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 51.09 / 60 * 25 $21

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $214,885 + $129,017+ $21

$343,923

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-643-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.6 Segment Length 1.6

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

ALONG E CO LINE TO CO RD 118 Termini ALONG E CO LINE TO CO RD 118

235 Present AADT 235

2015 Year of Count 2015

1 Projection Factor 1

235 Projected Traffic 235

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

93530 Structure Number 93530

2.6 Milepoint 2.6

1956 Year Built 1956

ADA BROOK Feature Crossed ADA BROOK

Type of Service

0 Number of Spans 0

31 Bridge Length 31

22.5 Bridge Width 22.5

50% Shared Structure 50%

SHARED W/ CROW WING CSAH 43 Comments SHARED W/ CROW WING CSAH 43

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

1.6 * 468839.66 / 60 * 25 *1.1

$343,816

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.6 * 2112 * 48.87 / 20 * 25 $206,427

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.6 * 51.09 / 60 * 25 $34

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

31 * 22.5 * 152 / 80 * 25 *1.15 * 50%

$19,050

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

$0 + $343,816 + $206,427+ $34 + $19,050

$569,327

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-643-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.5 Segment Length 3.5

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

COUNTY ROAD 118 TO CSAH 49 Termini COUNTY ROAD 118 TO CSAH 49

80 Present AADT 80

2015 Year of Count 2015

1 Projection Factor 1

80 Projected Traffic 80

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

3.5 * 234419.83 / 60 * 25 *1.1

$376,048

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

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

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.5 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$376,048 + $246,041 + $0 $622,089

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-644-010

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

TH 371 TO CSAH 2 Termini TH 371 TO CSAH 2

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 )

1986 Latest Year SA funds 1986

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

91947 Structure Number 91947

0.72 Milepoint 0.72

1981 Year Built 1981

ARVIG CREEK Feature Crossed ARVIG CREEK

Type of Service

2 Number of Barrels 2

10 Culvert Width 10

6 Culvert Height 6

82 Culvert Length 82

89.00023076 Area of Waterway Opening 89.00023076

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Culvert Information Status: Original

Original Current

93901 Structure Number 93901

0.119 Milepoint 0.119

1986 Year Built 1986

ARVIG CREEK Feature Crossed ARVIG CREEK

Type of Service

2 Number of Barrels 2

10 Culvert Width 10

6 Culvert Height 6

97 Culvert Length 97

90.00019707 Area of Waterway Opening 90.00019707

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

1.7 * 468839.66 / 60 * 25 *1.1

$365,304

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.7 * 2112 * 48.87 / 20 * 25 $219,329

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.7 * 51.09 / 60 * 25 $36

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

82 * 89.00023076 * 15.47 /100 * 25 * 1.15

$32,459

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

97 * 90.00019707 * 15.47 /100 * 25 * 1.15

$38,828

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

$0 + $365,304 + $219,329+ $36 + $32,459 + $38,828

$655,956

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-644-020

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 2 TO TH 84 Termini CSAH 2 TO TH 84

1300 Present AADT 1300

2015 Year of Count 2015

1 Projection Factor 1

1300 Projected Traffic 1300

RURAL Design Type RURAL

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

1986 Latest Year SA funds 1986

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1 * 468839.66 / 60 * 25 * 1.1 $214,885

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 48.87 / 20 * 25 $129,017

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 51.09 / 60 * 25 $21

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $214,885 + $129,017+ $21

$343,923

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-645-010

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 371 TO CSAH 5 Termini TH 371 TO CSAH 5

740 Present AADT 740

2015 Year of Count 2015

1 Projection Factor 1

740 Projected Traffic 740

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

5 * 468839.66 / 60 * 25 * 1.1 $1,074,424

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5 * 2112 * 48.87 / 20 * 25 $645,084

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5 * 51.09 / 60 * 25 $106

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,074,424 + $645,084+ $106

$1,719,614

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-646-010

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

TH 84 TO 0.5 MILES WEST Termini TH 84 TO 0.5 MILES WEST

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 )

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 * 468839.66 / 60 * 25 *1.1

$107,442

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2112 * 48.87 / 20 * 25 $64,508

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 51.09 / 60 * 25 $11

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $107,442 + $64,508 +$11

$171,961

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-646-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.6 Segment Length 3.6

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.5 M W OF TH 84 TO CO RD 173 Termini 0.5 M W OF TH 84 TO CO RD 173

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 )

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

3.6 * 468839.66 / 60 * 25 *1.1

$773,585

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.6 * 2112 * 48.87 / 20 * 25 $464,460

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.6 * 51.09 / 60 * 25 $77

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $773,585 + $464,460+ $77

$1,238,122

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-646-030

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

CO RD 173 TO CSAH 5 Termini CO RD 173 TO CSAH 5

310 Present AADT 310

2015 Year of Count 2015

1 Projection Factor 1

310 Projected Traffic 310

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

4.6 * 468839.66 / 60 * 25 *1.1

$988,470

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.6 * 2112 * 48.87 / 20 * 25 $593,477

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.6 * 51.09 / 60 * 25 $98

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $988,470 + $593,477+ $98

$1,582,045

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-647-010

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

TH 84 TO 1.7 MI E Termini TH 84 TO 1.7 MI E

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 )

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

1.7 * 468839.66 / 60 * 25 *1.1

$365,304

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.7 * 2112 * 48.87 / 20 * 25 $219,329

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.7 * 51.09 / 60 * 25 $36

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $365,304 + $219,329+ $36

$584,669

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-647-011

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

1.7 MI E TH 84 TO 0.5 MI E CSAH 56 Termini 1.7 MI E TH 84 TO 0.5 MI E CSAH 56

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 )

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

2.7 * 468839.66 / 60 * 25 *1.1

$580,189

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.7 * 2112 * 48.87 / 20 * 25 $348,345

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.7 * 51.09 / 60 * 25 $57

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $580,189 + $348,345+ $57

$928,591

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-647-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.4 Segment Length 2.4

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.5 MI E OF CSAH 56 TO CSAH 54 Termini 0.5 MI E OF CSAH 56 TO CSAH 54

30 Present AADT 30

2015 Year of Count 2015

1 Projection Factor 1

30 Projected Traffic 30

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

2.4 * 234419.83 / 60 * 25 *1.1

$257,862

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.4 * 546 * 10.3 / 2 * 25 $168,714

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.4 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$257,862 + $168,714 + $0 $426,576

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-648-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.1 Segment Length 4.1

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

SOUTH COUNTY LINE TO CSAH 56 Termini SOUTH COUNTY LINE TO CSAH 56

30 Present AADT 30

2015 Year of Count 2015

1 Projection Factor 1

30 Projected Traffic 30

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

4.1 * 234419.83 / 60 * 25 *1.1

$440,514

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.1 * 546 * 10.3 / 2 * 25 $288,220

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.1 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$440,514 + $288,220 + $0 $728,734

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-648-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.7 Segment Length 1.7

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 55 TO 1.7 MILES EAST Termini CSAH 55 TO 1.7 MILES EAST

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 )

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

1.7 * 468839.66 / 60 * 25 *1.1

$365,304

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.7 * 2112 * 48.87 / 20 * 25 $219,329

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.7 * 51.09 / 60 * 25 $36

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $365,304 + $219,329+ $36

$584,669

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-648-021

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.7 Segment Length 3.7

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

1.7 MI E OF CSAH 55 TO TH 6 Termini 1.7 MI E OF CSAH 55 TO TH 6

435 Present AADT 435

2015 Year of Count 2015

1 Projection Factor 1

435 Projected Traffic 435

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

92390 Structure Number 92390

16.62 Milepoint 16.62

1964 Year Built 1964

DAGGETT BROOK Feature Crossed DAGGETT BROOK

Type of Service

1 Number of Barrels 1

14 Culvert Width 14

8 Culvert Height 8

100 Culvert Length 100

96.99996124 Area of Waterway Opening 96.99996124

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

3.7 * 468839.66 / 60 * 25 *1.1

$795,074

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.7 * 2112 * 48.87 / 20 * 25 $477,362

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.7 * 51.09 / 60 * 25 $79

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

100 * 96.99996124 * 15.47 /100 * 25 * 1.15

$43,142

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

$0 + $795,074 + $477,362+ $79 + $43,142

$1,315,657

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-649-010

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 84 TO CSAH 43 Termini TH 84 TO CSAH 43

300 Present AADT 300

2015 Year of Count 2015

1 Projection Factor 1

300 Projected Traffic 300

RURAL Design Type RURAL

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

1983 Latest Year SA funds 1983

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.2 * 468839.66 / 60 * 25 *1.1

$257,862

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.2 * 2112 * 48.87 / 20 * 25 $154,820

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.2 * 51.09 / 60 * 25 $26

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $257,862 + $154,820+ $26

$412,708

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-649-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.4 Segment Length 4.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 43 TO 4.40 MI E OF CSAH 43 Termini CSAH 43 TO 4.40 MI E OF CSAH 43

153 Present AADT 153

2015 Year of Count 2015

1.8 Projection Factor 1.8

153 Projected Traffic 153

RURAL Design Type RURAL

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

1983 Latest Year SA funds 1983

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

4.4 * 468839.66 / 60 * 25 *1.1

$945,493

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.4 * 2112 * 48.87 / 20 * 25 $567,674

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.4 * 51.09 / 60 * 25 $94

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $945,493 + $567,674+ $94

$1,513,261

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-649-030

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

4.4 MI E OFCSAH 43 TO CSAH 48 Termini 4.4 MI E OFCSAH 43 TO CSAH 48

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 )

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

1 * 234419.83 / 60 * 25 * 1.1 $107,442

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

$107,442 + $70,298 + $0 $177,740

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-650-010

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

TH 371 TO 1.0 MILE NW Termini TH 371 TO 1.0 MILE NW

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 )

2004 Latest Year SA funds 2004

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

RECONSTRUCTED SAP 11-650-004 AND 11-650-003

Comments RECONSTRUCTED SAP 11-650-004 AND 11-650-003

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 468839.66 / 60 * 25 * 1.1 $214,885

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 48.87 / 20 * 25 $129,017

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 51.09 / 60 * 25 $21

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $214,885 + $129,017+ $21

$343,923

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-650-020

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

1.0 M NW TH 371 TO CSAH 71 Termini 1.0 M NW TH 371 TO CSAH 71

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 )

2004 Latest Year SA funds 2004

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

RECONSTRUCTED SAP 11-650-004

Comments RECONSTRUCTED SAP 11-650-004

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 468839.66 / 60 * 25 *1.1

$171,908

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.8 * 2112 * 48.87 / 20 * 25 $103,213

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.8 * 51.09 / 60 * 25 $17

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $171,908 + $103,213+ $17

$275,138

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-650-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.7 Segment Length 2.7

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 71 TO 2.8 MI S OF TH 34 Termini CSAH 71 TO 2.8 MI S OF TH 34

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 )

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

2.7 * 468839.66 / 60 * 25 *1.1

$580,189

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.7 * 2112 * 48.87 / 20 * 25 $348,345

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.7 * 51.09 / 60 * 25 $57

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $580,189 + $348,345+ $57

$928,591

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-650-031

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

2.8 MI TO 2.3 MI S OF TH 34 Termini 2.8 MI TO 2.3 MI S OF TH 34

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 )

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

11514 Structure Number 11514

4.833 Milepoint 4.833

1988 Year Built 1988

SHINGOBEE CREEK Feature Crossed SHINGOBEE CREEK

Type of Service

Number of Spans

62 Bridge Length 62

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

0.5 * 468839.66 / 60 * 25 *1.1

$107,442

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2112 * 48.87 / 20 * 25 $64,508

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 51.09 / 60 * 25 $11

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

62 * 34 * 152 / 80 * 25 *1.15

$115,150

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

$0 + $107,442 + $64,508 +$11 + $115,150

$287,111

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-650-032

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

2.3 MI S TO TH 34 Termini 2.3 MI S TO TH 34

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 )

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

2.3 * 468839.66 / 60 * 25 *1.1

$494,235

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.3 * 2112 * 48.87 / 20 * 25 $296,739

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.3 * 51.09 / 60 * 25 $49

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $494,235 + $296,739+ $49

$791,023

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-652-010

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

JCT CSAH 4 TO 3.6 MILES NORTH Termini JCT CSAH 4 TO 3.6 MILES NORTH

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 )

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

3.6 * 468839.66 / 60 * 25 *1.1

$773,585

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.6 * 2112 * 48.87 / 20 * 25 $464,460

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.6 * 51.09 / 60 * 25 $77

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $773,585 + $464,460+ $77

$1,238,122

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-652-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.5 Segment Length 5.5

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

3.6 MI N CSAH 4 TO CSAH 65 Termini 3.6 MI N CSAH 4 TO CSAH 65

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 )

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

93386 Structure Number 93386

6.039 Milepoint 6.039

1978 Year Built 1978

BEAR RIVER Feature Crossed BEAR RIVER

Type of Service

Number of Spans

20 Bridge Length 20

25.2 Bridge Width 25.2

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

5.5 * 468839.66 / 60 * 25 *1.1

$1,181,867

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.5 * 2112 * 48.87 / 20 * 25 $709,592

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.5 * 51.09 / 60 * 25 $117

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

20 * 25.2 * 152 / 80 * 25 *1.15

$27,531

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

$0 + $1,181,867 + $709,592+ $117 + $27,531

$1,919,107

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-653-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

10.3 Segment Length 10.3

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

JCT TH 200 TO JCT CSAH 4 Termini JCT TH 200 TO JCT CSAH 4

105 Present AADT 105

2015 Year of Count 2015

1 Projection Factor 1

105 Projected Traffic 105

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

Bridge Information Status: Original

Original Current

7432 Structure Number 7432

3.51 Milepoint 3.51

1955 Year Built 1955

BOY RIVER Feature Crossed BOY RIVER

Type of Service

Number of Spans

44 Bridge Length 44

23.6 Bridge Width 23.6

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

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

10.3 * 234419.83 / 60 * 25 *1.1

$1,106,657

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

10.3 * 546 * 10.3 / 2 * 25 $724,064

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

10.3 * 0 / 60 * 25 $0

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

44 * 23.6 * 152 / 80 * 25 *1.15

$56,723

Total Segment Cost Construction +Preservation + ROW +Bridge

$1,106,657 + $724,064 + $0+ $56,723

$1,887,444

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-654-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.1 Segment Length 2.1

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 47 TO 2.1 MILES NW Termini CSAH 47 TO 2.1 MILES NW

40 Present AADT 40

2015 Year of Count 2015

1 Projection Factor 1

40 Projected Traffic 40

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

2.1 * 234419.83 / 60 * 25 *1.1

$225,629

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.1 * 546 * 10.3 / 2 * 25 $147,625

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.1 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$225,629 + $147,625 + $0 $373,254

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-654-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.4 Segment Length 5.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

2.1 MI NW OF CSAH 47 TO CSAH 7 Termini 2.1 MI NW OF CSAH 47 TO CSAH 7

310 Present AADT 310

2015 Year of Count 2015

1 Projection Factor 1

310 Projected Traffic 310

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

Bridge Information Status: Original

Original Current

11509 Structure Number 11509

3.792 Milepoint 3.792

1967 Year Built 1967

CH. LITTLE BOY-WABEDO LK Feature Crossed CH. LITTLE BOY-WABEDO LK

Type of Service

Number of Spans

54.5 Bridge Length 54.5

31.3 Bridge Width 31.3

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

5.4 * 468839.66 / 60 * 25 *1.1

$1,160,378

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.4 * 2112 * 48.87 / 20 * 25 $696,691

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.4 * 51.09 / 60 * 25 $115

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

54.5 * 31.3 * 152 / 80 * 25 *1.15

$93,182

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

$0 + $1,160,378 + $696,691+ $115 + $93,182

$1,950,366

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-655-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

9.1 Segment Length 9.1

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 48 TO CSAH 7 Termini CSAH 48 TO CSAH 7

200 Present AADT 200

2015 Year of Count 2015

1 Projection Factor 1

200 Projected Traffic 200

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

88241 Structure Number 88241

3.56 Milepoint 3.56

1946 Year Built 1946

DAGGETT BROOK Feature Crossed DAGGETT BROOK

Type of Service

Number of Spans

20 Bridge Length 20

30.1 Bridge Width 30.1

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

9.1 * 468839.66 / 60 * 25 *1.1

$1,955,452

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

9.1 * 2112 * 48.87 / 20 * 25 $1,174,053

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

9.1 * 51.09 / 60 * 25 $194

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

20 * 30.1 * 152 / 80 * 25 *1.15

$32,884

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

$0 + $1,955,452 +$1,174,053 + $194 +$32,884

$3,162,583

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-657-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.4 Segment Length 3.4

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

E CO LINE TO 1.6 MI SO OF JCT TH200

Termini E CO LINE TO 1.6 MI SO OF JCT TH200

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

3.4 * 234419.83 / 60 * 25 *1.1

$365,304

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

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

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.4 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$365,304 + $239,012 + $0 $604,316

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-657-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.6 Segment Length 1.6

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

1.6 MI SO TO TH 200 Termini 1.6 MI SO TO TH 200

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

Culvert Information Status: Original

Original Current

97094 Structure Number 97094

3.41 Milepoint 3.41

1992 Year Built 1992

WILLOW RIVER Feature Crossed WILLOW RIVER

Type of Service

2 Number of Barrels 2

14 Culvert Width 14

10 Culvert Height 10

82 Culvert Length 82

197.99978772 Area of Waterway Opening 197.99978772

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.6 * 234419.83 / 60 * 25 *1.1

$171,908

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.6 * 546 * 10.3 / 2 * 25 $112,476

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.6 * 0 / 60 * 25 $0

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

82 * 197.99978772 * 15.47 /100 * 25 * 1.15

$72,212

Total Segment Cost Construction +Preservation + ROW +Culvert

$171,908 + $112,476 + $0+ $72,212

$356,596

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-658-010

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

TH 6 TO 1.80 MI E Termini TH 6 TO 1.80 MI E

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 )

2015 Latest Year SA funds 2015

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2015 CONSTRUCTION 011-658-006.TH 6 TO .83 MILES EASTRECONSTRUCTION.

Comments 2015 CONSTRUCTION 011-658-006.TH 6 TO .83 MILES EASTRECONSTRUCTION.

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

11502 Structure Number 11502

0.3 Milepoint 0.3

1962 Year Built 1962

LAWRENCE CREEK Feature Crossed LAWRENCE CREEK

Type of Service

Number of Spans

26 Bridge Length 26

29.8 Bridge Width 29.8

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

1.8 * 468839.66 / 60 * 25 *1.1

$386,793

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.8 * 2112 * 48.87 / 20 * 25 $232,230

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.8 * 51.09 / 60 * 25 $38

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

26 * 29.8 * 152 / 80 * 25 *1.15

$42,323

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

$0 + $386,793 + $232,230+ $38 + $42,323

$661,384

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-658-020

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

1.80 MI TO 4.0 MI E TH 6 Termini 1.80 MI TO 4.0 MI E TH 6

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 )

2015 Latest Year SA funds 2015

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2015 SAP 011-658-006 OVERLAY.83 MILES EAST OF TH6 TO 4MILES EAST

Comments 2015 SAP 011-658-006 OVERLAY.83 MILES EAST OF TH6 TO 4MILES EAST

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 468839.66 / 60 * 25 *1.1

$472,747

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.2 * 2112 * 48.87 / 20 * 25 $283,837

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.2 * 51.09 / 60 * 25 $47

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $472,747 + $283,837+ $47

$756,631

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-658-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

6.5 Segment Length 6.5

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

4.0 MILES EAST OF TH 6 TO EASTCOUNTY LINE

Termini 4.0 MILES EAST OF TH 6 TO EASTCOUNTY 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 )

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

6.5 * 468839.66 / 60 * 25 *1.1

$1,396,751

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

6.5 * 2112 * 48.87 / 20 * 25 $838,609

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

6.5 * 51.09 / 60 * 25 $138

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,396,751 + $838,609+ $138

$2,235,498

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-660-010

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 75 TO 1.4 MILES EAST Termini CSAH 75 TO 1.4 MILES EAST

1650 Present AADT 1650

2015 Year of Count 2015

1 Projection Factor 1

1650 Projected Traffic 1650

RURAL Design Type RURAL

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

2006 Latest Year SA funds 2006

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

1.4 * 832238.66 / 60 * 25 *1.1

$534,020

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.4 * 2376 * 48.87 / 20 * 25 $203,201

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.4 * 49526.15 / 60 * 25 $28,890

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $534,020 + $203,201+ $28,890

$766,111

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-660-020

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

1.4 MILES EAST OF CSAH 75 TOC.R. 148

Termini 1.4 MILES EAST OF CSAH 75 TOC.R. 148

1650 Present AADT 1650

2015 Year of Count 2015

1 Projection Factor 1

1650 Projected Traffic 1650

RURAL Design Type RURAL

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

2006 Latest Year SA funds 2006

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 * 832238.66 / 60 * 25 *1.1

$228,866

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.6 * 2376 * 48.87 / 20 * 25 $87,086

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.6 * 49526.15 / 60 * 25 $12,382

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $228,866 + $87,086 +$12,382

$328,334

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-660-030

Original Current

CASS LAKE Municipality CASS LAKE

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

T.H. 2 TO C.R. 148 Termini T.H. 2 TO C.R. 148

2250 Present AADT 2250

2015 Year of Count 2015

1 Projection Factor 1

2250 Projected Traffic 2250

URBAN Design Type URBAN

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

2006 Latest Year SA funds 2006

1 Number of Signal Legs 1

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.8 * 1369859.45 / 60 * 25 *1.15

$525,113

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.8 * 2904 * 48.87 / 15 * 25 $189,225

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.8 * 71309.22 / 60 * 25 $23,770

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $525,113 +$189,225 + $23,770

$773,264

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-661-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.6 Segment Length 1.6

GRADED & DRAINED Existing Surface Type GRADED & DRAINED

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

WEST COUNTY LINE TO TH 371 Termini WEST COUNTY LINE TO TH 371

180 Present AADT 180

2015 Year of Count 2015

1 Projection Factor 1

180 Projected Traffic 180

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

1.6 * 468839.66 / 60 * 25 *1.1

$343,816

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.6 * 2112 * 48.87 / 20 * 25 $206,427

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.6 * 51.09 / 60 * 25 $34

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $343,816 + $206,427+ $34

$550,277

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-662-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.2 Segment Length 1.2

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

WEST COUNTY LINE TO TH 371 Termini WEST COUNTY LINE TO TH 371

120 Present AADT 120

2015 Year of Count 2015

1 Projection Factor 1

120 Projected Traffic 120

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

1.2 * 234419.83 / 60 * 25 *1.1

$128,931

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

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

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.2 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$128,931 + $84,357 + $0 $213,288

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-663-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.4 Segment Length 5.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 4 TO CSAH 8 Termini CSAH 4 TO CSAH 8

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 )

2012 Latest Year SA funds 2012

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2012 SAP 001-663-009 M&OL Comments 2012 SAP 001-663-009 M&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

5.4 * 468839.66 / 60 * 25 *1.1

$1,160,378

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.4 * 2112 * 48.87 / 20 * 25 $696,691

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.4 * 51.09 / 60 * 25 $115

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,160,378 + $696,691+ $115

$1,857,184

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-663-020

Original Current

FEDERAL DAM Municipality FEDERAL DAM

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

MAIN STREET TO CSAH 8 Termini MAIN STREET TO CSAH 8

195 Present AADT 195

2015 Year of Count 2015

1 Projection Factor 1

195 Projected Traffic 195

URBAN Design Type URBAN

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

1965 Latest Year SA funds 1965

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2009 OVERLAY, SP 11-663-006 Comments 2009 OVERLAY, SP 11-663-006

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 1369859.45 / 60 * 25* 1.15

$164,098

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.25 * 2904 * 48.87 / 15 * 25 $59,133

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.25 * 71309.22 / 60 * 25 $7,428

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $164,098 + $59,133 +$7,428

$230,659

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-665-010

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

CSAH 4 TO CO RD 135 Termini CSAH 4 TO CO RD 135

200 Present AADT 200

2015 Year of Count 2015

1 Projection Factor 1

200 Projected Traffic 200

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 011-665-009 OL

2013 SAP 011-665-008 M&OL SMCULVERTS

Comments 2015 SAP 011-665-009 OL

2013 SAP 011-665-008 M&OL SMCULVERTS

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 468839.66 / 60 * 25 *1.1

$666,143

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.1 * 2112 * 48.87 / 20 * 25 $399,952

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.1 * 51.09 / 60 * 25 $66

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $666,143 + $399,952+ $66

$1,066,161

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-665-011

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

CO RD 135 TO CO RD 158 Termini CO RD 135 TO CO RD 158

200 Present AADT 200

2015 Year of Count 2015

1 Projection Factor 1

200 Projected Traffic 200

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 011-665-009 OL

2013 SAP 011-665-008 M&OL SMCULVERTS

Comments 2015 SAP 011-665-009 OL

2013 SAP 011-665-008 M&OL SMCULVERTS

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

11506 Structure Number 11506

4.47 Milepoint 4.47

1964 Year Built 1964

BEAR RIVER Feature Crossed BEAR RIVER

Type of Service

Number of Spans

54.1 Bridge Length 54.1

30.5 Bridge Width 30.5

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

3.9 * 468839.66 / 60 * 25 *1.1

$838,051

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.9 * 2112 * 48.87 / 20 * 25 $503,166

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.9 * 51.09 / 60 * 25 $83

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

54.1 * 30.5 * 152 / 80 * 25 *1.15

$90,134

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

$0 + $838,051 + $503,166+ $83 + $90,134

$1,431,434

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-665-012

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.5 Segment Length 5.5

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CO RD 158 TO CSAH 74 Termini CO RD 158 TO CSAH 74

315 Present AADT 315

2015 Year of Count 2015

1 Projection Factor 1

315 Projected Traffic 315

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 011-665-008 M&OL Comments 2013 SAP 011-665-008 M&OL

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

92388 Structure Number 92388

9.55 Milepoint 9.55

1967 Year Built 1967

STREAM Feature Crossed STREAM

Type of Service

3 Number of Barrels 3

7 Culvert Width 7

7 Culvert Height 7

84 Culvert Length 84

115.00043121 Area of Waterway Opening 115.00043121

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

5.5 * 468839.66 / 60 * 25 *1.1

$1,181,867

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.5 * 2112 * 48.87 / 20 * 25 $709,592

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.5 * 51.09 / 60 * 25 $117

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

84 * 115.00043121 * 15.47 /100 * 25 * 1.15

$42,964

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

$0 + $1,181,867 + $709,592+ $117 + $42,964

$1,934,540

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-665-020

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

CSAH 74 TO E CO LINE Termini CSAH 74 TO E CO LINE

315 Present AADT 315

2015 Year of Count 2015

1 Projection Factor 1

315 Projected Traffic 315

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 011-665-008 M&OL Comments 2013 SAP 011-665-008 M&OL

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

92389 Structure Number 92389

12.07 Milepoint 12.07

1967 Year Built 1967

VERMILLION RIVER Feature Crossed VERMILLION RIVER

Type of Service

2 Number of Barrels 2

Culvert Width

Culvert Height

124 Culvert Length 124

99.99986017 Area of Waterway Opening 99.99986017

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

2.2 * 468839.66 / 60 * 25 *1.1

$472,747

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.2 * 2112 * 48.87 / 20 * 25 $283,837

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.2 * 51.09 / 60 * 25 $47

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

124 * 99.99986017 * 15.47 /100 * 25 * 1.15

$55,150

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

$0 + $472,747 + $283,837+ $47 + $55,150

$811,781

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-666-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.3 Segment Length 0.3

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

ALONG WEST CO LINE Termini ALONG WEST 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 )

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 * 468839.66 / 60 * 25 *1.1

$64,465

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2112 * 48.87 / 20 * 25 $38,705

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 51.09 / 60 * 25 $6

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $64,465 + $38,705 +$6

$103,176

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-666-020

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

W CO LINE TO TH 371 Termini W CO LINE TO TH 371

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 )

1978 Latest Year SA funds 1978

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.6 * 468839.66 / 60 * 25 *1.1

$343,816

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.6 * 2112 * 48.87 / 20 * 25 $206,427

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.6 * 51.09 / 60 * 25 $34

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $343,816 + $206,427+ $34

$550,277

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-667-010

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

S CO LINE TO 2.9 MI N ON E COLINE

Termini S CO LINE TO 2.9 MI N ON E COLINE

360 Present AADT 360

2015 Year of Count 2015

1 Projection Factor 1

360 Projected Traffic 360

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 011-667-004 RECLAIM,OL

Comments 2012 SAP 011-667-004 RECLAIM,OL

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

11513 Structure Number 11513

0 Milepoint 0

1980 Year Built 1980

CROW WING RIVER Feature Crossed CROW WING RIVER

Type of Service

0 Number of Spans 0

302.8 Bridge Length 302.8

35.3 Bridge Width 35.3

50% Shared Structure 50%

SHARED W/ WADENA CSAH 30 Comments SHARED W/ WADENA CSAH 30

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

2.9 * 468839.66 / 60 * 25 *1.1

$623,166

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.9 * 2112 * 48.87 / 20 * 25 $374,149

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.9 * 51.09 / 60 * 25 $62

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

302.8 * 35.3 * 138 / 80 * 25* 1.15 * 50%

$265,050

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

$0 + $623,166 + $374,149+ $62 + $265,050

$1,262,427

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-668-010

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

AITKIN CO CSAH 20 TO CSAH 57 Termini AITKIN CO CSAH 20 TO CSAH 57

105 Present AADT 105

2015 Year of Count 2015

1 Projection Factor 1

105 Projected Traffic 105

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

1 * 234419.83 / 60 * 25 * 1.1 $107,442

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

$107,442 + $70,298 + $0 $177,740

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-669-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.2 Segment Length 3.2

AGGREGATE SURF Existing Surface Type AGGREGATE SURF

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

3.2 MI S TO CSAH 22 Termini 3.2 MI S TO CSAH 22

125 Present AADT 125

2015 Year of Count 2015

1 Projection Factor 1

125 Projected Traffic 125

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

3.2 * 234419.83 / 60 * 25 *1.1

$343,816

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.2 * 546 * 10.3 / 2 * 25 $224,952

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.2 * 0 / 60 * 25 $0

Total Segment Cost Construction +Preservation + ROW

$343,816 + $224,952 + $0 $568,768

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-670-010

Original Current

EAST GULL LAKE Municipality EAST GULL LAKE

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

CSAH 77 TO 0.2 MI SW GULL DAM Termini CSAH 77 TO 0.2 MI SW GULL DAM

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 )

2003 Latest Year SA funds 2003

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 * 832238.66 / 60 * 25 *1.1

$686,597

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.8 * 2376 * 48.87 / 20 * 25 $261,259

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.8 * 49526.15 / 60 * 25 $37,145

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $686,597 + $261,259+ $37,145

$985,001

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-671-010

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 6 TO 2.0 MI N Termini CSAH 6 TO 2.0 MI N

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 )

2007 Latest Year SA funds 2007

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

GRADING, SP 11-671-002 Comments GRADING, SP 11-671-002

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

2 * 468839.66 / 60 * 25 * 1.1 $429,770

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2 * 2112 * 48.87 / 20 * 25 $258,034

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2 * 51.09 / 60 * 25 $43

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $429,770 + $258,034+ $43

$687,847

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-671-011

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

2.0 MI N OF CSAH 6 TO 5.5 MI N OFCSAH 6

Termini 2.0 MI N OF CSAH 6 TO 5.5 MI N OFCSAH 6

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 )

2007 Latest Year SA funds 2007

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

GRADING, SP 11-671-002 Comments GRADING, SP 11-671-002

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

3.5 * 468839.66 / 60 * 25 *1.1

$752,097

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.5 * 2112 * 48.87 / 20 * 25 $451,559

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.5 * 51.09 / 60 * 25 $75

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $752,097 + $451,559+ $75

$1,203,731

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-671-020

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

5.5 MILES NORTH OF CSAH 6 TOCSAH 50

Termini 5.5 MILES NORTH OF CSAH 6 TOCSAH 50

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 )

2007 Latest Year SA funds 2007

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

GRADING, SP 11-671-002 Comments GRADING, SP 11-671-002

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

1.9 * 468839.66 / 60 * 25 *1.1

$408,281

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.9 * 2112 * 48.87 / 20 * 25 $245,132

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.9 * 51.09 / 60 * 25 $40

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $408,281 + $245,132+ $40

$653,453

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-672-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.2 Segment Length 3.2

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 13 TO 3.2 MI NORTH Termini CSAH 13 TO 3.2 MI NORTH

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 )

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

3.2 * 468839.66 / 60 * 25 *1.1

$687,632

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.2 * 2112 * 48.87 / 20 * 25 $412,854

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.2 * 51.09 / 60 * 25 $68

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $687,632 + $412,854+ $68

$1,100,554

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-673-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

7.3 Segment Length 7.3

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 8 TO W JCT CR 136 Termini CSAH 8 TO W JCT CR 136

340 Present AADT 340

2015 Year of Count 2015

1 Projection Factor 1

340 Projected Traffic 340

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

7.3 * 468839.66 / 60 * 25 *1.1

$1,568,659

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

7.3 * 2112 * 48.87 / 20 * 25 $941,823

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

7.3 * 51.09 / 60 * 25 $155

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,568,659 + $941,823+ $155

$2,510,637

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-674-010

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 65 TO CSAH 3 Termini CSAH 65 TO CSAH 3

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 )

2015 Latest Year SA funds 2015

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2015 SAP 011-674-005 M&OL Comments 2015 SAP 011-674-005 M&OL

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

96459 Structure Number 96459

0.26 Milepoint 0.26

1987 Year Built 1987

VERMILLION RIVER Feature Crossed VERMILLION RIVER

Type of Service

1 Number of Barrels 1

12 Culvert Width 12

8 Culvert Height 8

86 Culvert Length 86

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 * 468839.66 / 60 * 25 * 1.1 $644,655

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3 * 2112 * 48.87 / 20 * 25 $387,050

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3 * 51.09 / 60 * 25 $64

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

86 * 95.99999493 * 15.47 /100 * 25 * 1.15

$36,720

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

$0 + $644,655 + $387,050+ $64 + $36,720

$1,068,489

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : CASS Segment Nbr : 011-675-010

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

TH 2 TO N CO LINE Termini TH 2 TO N CO LINE

4250 Present AADT 4250

2015 Year of Count 2015

1 Projection Factor 1

4250 Projected Traffic 4250

RURAL Design Type RURAL

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

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 SP 011-675-002 RC&OL Comments 2016 SP 011-675-002 RC&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

2 * 832238.66 / 60 * 25 * 1.1 $762,885

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2 * 2376 * 48.87 / 20 * 25 $290,288

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2 * 49526.15 / 60 * 25 $41,272

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $762,885 + $290,288+ $41,272

$1,094,445

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-677-010

Original Current

EAST GULL LAKE Municipality EAST GULL LAKE

3.29 Segment Length 3.29

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

EAST CO LINE TO 0.32 MI E OF WLIMITS

Termini EAST CO LINE TO 0.32 MI E OF WLIMITS

4350 Present AADT 4350

2015 Year of Count 2015

1 Projection Factor 1

4350 Projected Traffic 4350

RURAL Design Type RURAL

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

2010 Latest Year SA funds 2010

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

MILL AND INLAY PROJECTCOMPLETED IN 2010. SAP 11-677-012

Comments MILL AND INLAY PROJECTCOMPLETED IN 2010. SAP 11-677-012

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

3.29 * 832238.66 / 60 * 25 *1.1

$1,254,947

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.29 * 2376 * 48.87 / 20 * 25 $477,523

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.29 * 49526.15 / 60 * 25 $67,892

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,254,947 + $477,523+ $67,892

$1,800,362

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-677-011

Original Current

EAST GULL LAKE Municipality EAST GULL LAKE

0.32 Segment Length 0.32

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.32 MILE EAST OF WEST LIMITSTO WEST LIMITS EAST GULL LA5)

Termini 0.32 MILE EAST OF WEST LIMITSTO WEST LIMITS EAST GULL LA5)

990 Present AADT 990

2015 Year of Count 2015

1 Projection Factor 1

990 Projected Traffic 990

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

MILL AND INLAY PROJECTCOMPLETED IN 2010. SAP 11-677-012

Comments MILL AND INLAY PROJECTCOMPLETED IN 2010. SAP 11-677-012

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.32 * 468839.66 / 60 * 25 *1.1

$68,763

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.32 * 2112 * 48.87 / 20 * 25 $41,285

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.32 * 51.09 / 60 * 25 $7

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $68,763 + $41,285 +$7

$110,055

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-677-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.4 Segment Length 5.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

WEST LIMITS EAST GULL LAKETO 5.40 MILES WEST AND NORTH

Termini WEST LIMITS EAST GULL LAKETO 5.40 MILES WEST AND NORTH

990 Present AADT 990

2015 Year of Count 2015

1 Projection Factor 1

990 Projected Traffic 990

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

5.4 * 468839.66 / 60 * 25 *1.1

$1,160,378

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.4 * 2112 * 48.87 / 20 * 25 $696,691

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.4 * 51.09 / 60 * 25 $115

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,160,378 + $696,691+ $115

$1,857,184

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-677-021

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

5.4 MI W AND N OF W LIM E GULLLAKE TO S LIM LAKESHORE VIL.

Termini 5.4 MI W AND N OF W LIM E GULLLAKE TO S LIM LAKESHORE VIL.

990 Present AADT 990

2015 Year of Count 2015

1 Projection Factor 1

990 Projected Traffic 990

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

WIDEN IN 1999 Comments WIDEN IN 1999

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 468839.66 / 60 * 25 *1.1

$537,212

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.5 * 2112 * 48.87 / 20 * 25 $322,542

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.5 * 51.09 / 60 * 25 $53

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $537,212 + $322,542+ $53

$859,807

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-677-030

Original Current

LAKE SHORE Municipality LAKE SHORE

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

S LIMS LAKESHORE TO 0.8 MILESN

Termini S LIMS LAKESHORE TO 0.8 MILESN

990 Present AADT 990

2015 Year of Count 2015

1 Projection Factor 1

990 Projected Traffic 990

RURAL Design Type RURAL

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

1967 Latest Year SA funds 1967

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.8 * 468839.66 / 60 * 25 *1.1

$171,908

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.8 * 2112 * 48.87 / 20 * 25 $103,213

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.8 * 51.09 / 60 * 25 $17

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $171,908 + $103,213+ $17

$275,138

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-677-040

Original Current

LAKE SHORE Municipality LAKE SHORE

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

0.8 M TO 1.2 M N OF S L LAKESHR Termini 0.8 M TO 1.2 M N OF S L LAKESHR

1550 Present AADT 1550

2015 Year of Count 2015

1 Projection Factor 1

1550 Projected Traffic 1550

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.4 * 832238.66 / 60 * 25 *1.1

$152,577

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2376 * 48.87 / 20 * 25 $58,058

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 49526.15 / 60 * 25 $8,254

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $152,577 + $58,058 +$8,254

$218,889

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-677-050

Original Current

LAKE SHORE Municipality LAKE SHORE

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

1.2 MI N TO 1.8 MI N OF S LIMSLAKE SHORE

Termini 1.2 MI N TO 1.8 MI N OF S LIMSLAKE SHORE

1550 Present AADT 1550

2015 Year of Count 2015

1 Projection Factor 1

1550 Projected Traffic 1550

RURAL Design Type RURAL

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

1983 Latest Year SA funds 1983

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

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 * 832238.66 / 60 * 25 *1.1

$228,866

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.6 * 2376 * 48.87 / 20 * 25 $87,086

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.6 * 49526.15 / 60 * 25 $12,382

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $228,866 + $87,086 +$12,382

$328,334

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-677-051

Original Current

LAKE SHORE Municipality LAKE SHORE

2.4 Segment Length 2.4

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

1.8 MI N OF S LIMS LAKESHORETO CSAH 78

Termini 1.8 MI N OF S LIMS LAKESHORETO CSAH 78

2050 Present AADT 2050

2015 Year of Count 2015

1 Projection Factor 1

2050 Projected Traffic 2050

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

2.4 * 832238.66 / 60 * 25 *1.1

$915,463

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.4 * 2376 * 48.87 / 20 * 25 $348,345

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.4 * 49526.15 / 60 * 25 $49,526

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $915,463 + $348,345+ $49,526

$1,313,334

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-677-060

Original Current

LAKE SHORE Municipality LAKE SHORE

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 78 LAKESHORE TO EASTCO LINE

Termini CSAH 78 LAKESHORE TO EASTCO LINE

4000 Present AADT 4000

2015 Year of Count 2015

1 Projection Factor 1

4000 Projected Traffic 4000

RURAL Design Type RURAL

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

1996 Latest Year SA funds 1996

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

11516 Structure Number 11516

15.8 Milepoint 15.8

1996 Year Built 1996

GULL LAKE NARROWS Feature Crossed GULL LAKE NARROWS

Type of Service

Number of Spans

128 Bridge Length 128

46 Bridge Width 46

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

1.5 * 832238.66 / 60 * 25 *1.1

$572,164

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.5 * 2376 * 48.87 / 20 * 25 $217,716

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.5 * 49526.15 / 60 * 25 $30,954

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

128 * 46 * 152 / 80 * 25 *1.15

$321,632

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

$0 + $572,164 + $217,716+ $30,954 + $321,632

$1,142,466

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : CASS Segment Nbr : 011-678-010

Original Current

LAKE SHORE Municipality LAKE SHORE

0.59 Segment Length 0.59

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 77 TO 0.59 MILES WEST OFCSAH 77

Termini CSAH 77 TO 0.59 MILES WEST OFCSAH 77

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 )

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 SAP 011-678-003 M&OL Comments 2016 SAP 011-678-003 M&OL

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

11517 Structure Number 11517

2.55 Milepoint 2.55

1999 Year Built 1999

HOME BROOK Feature Crossed HOME BROOK

Type of Service

Number of Spans

98 Bridge Length 98

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

0.59 * 1369859.45 / 60 * 25* 1.15

$387,271

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.59 * 2904 * 48.87 / 15 * 25 $139,553

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.59 * 71309.22 / 60 * 25 $17,530

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

98 * 40 * 152 / 80 * 25 *1.15

$214,130

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

$0 + $387,271 + $139,553+ $17,530 + $214,130

$758,484

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : CASS Segment Nbr : 011-678-015

Original Current

LAKE SHORE Municipality LAKE SHORE

0.49 Segment Length 0.49

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.59 MILE W OF CSAH 77 TO CORD 107

Termini 0.59 MILE W OF CSAH 77 TO CORD 107

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 )

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 SAP 011-678-003 M&OL Comments 2016 SAP 011-678-003 M&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.49 * 468839.66 / 60 * 25 *1.1

$105,294

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.49 * 2112 * 48.87 / 20 * 25 $63,218

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.49 * 51.09 / 60 * 25 $10

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $105,294 + $63,218 +$10

$168,522

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : CASS Segment Nbr : 011-678-020

Original Current

LAKE SHORE Municipality LAKE SHORE

1.47 Segment Length 1.47

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CO RD 107 TO CSAH 29 Termini CO RD 107 TO CSAH 29

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 )

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 SAP 011-678-003 M&OL Comments 2016 SAP 011-678-003 M&OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.47 * 468839.66 / 60 * 25 *1.1

$315,881

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.47 * 2112 * 48.87 / 20 * 25 $189,655

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.47 * 51.09 / 60 * 25 $31

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $315,881 + $189,655+ $31

$505,567

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-679-010

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

TH 84 TO CSAH 43 Termini TH 84 TO CSAH 43

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 )

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 * 468839.66 / 60 * 25 * 1.1 $214,885

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 48.87 / 20 * 25 $129,017

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 51.09 / 60 * 25 $21

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $214,885 + $129,017+ $21

$343,923

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-691-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

6.7 Segment Length 6.7

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 2 TO A POINT 6.7 MILES NW Termini TH 2 TO A POINT 6.7 MILES NW

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 )

1995 Latest Year SA funds 1995

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

6.7 * 468839.66 / 60 * 25 *1.1

$1,439,728

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

6.7 * 2112 * 48.87 / 20 * 25 $864,413

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

6.7 * 51.09 / 60 * 25 $143

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,439,728 + $864,413+ $143

$2,304,284

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-691-020

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

6.7 MILES NO. OF TH 2 TO W COLINE

Termini 6.7 MILES NO. OF TH 2 TO W COLINE

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 )

1994 Latest Year SA funds 1994

0 Number of Signal Legs 0

SB APPROVED MILEAGESEGMENT

Special Message Code SB APPROVED MILEAGESEGMENT

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

3 * 468839.66 / 60 * 25 * 1.1 $644,655

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3 * 2112 * 48.87 / 20 * 25 $387,050

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3 * 51.09 / 60 * 25 $64

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $644,655 + $387,050+ $64

$1,031,769

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-691-030

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

NORTH CO LINE TO CSAH 10 Termini NORTH CO LINE TO CSAH 10

160 Present AADT 160

2015 Year of Count 2015

1.1 Projection Factor 1.1

160 Projected Traffic 160

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

1.1 * 468839.66 / 60 * 25 *1.1

$236,373

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.1 * 2112 * 48.87 / 20 * 25 $141,918

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.1 * 51.09 / 60 * 25 $23

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $236,373 + $141,918+ $23

$378,314

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-801-010

Original Current

PILLAGER Municipality PILLAGER

0.17 Segment Length 0.17

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

RIVER ST TO 0.17 MILE EAST Termini RIVER ST TO 0.17 MILE EAST

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 )

2004 Latest Year SA funds 2004

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

CONSTRUCTED UNDER SAP 11-801-01

Comments CONSTRUCTED UNDER SAP 11-801-01

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.17 * 468839.66 / 60 * 25 *1.1

$36,530

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.17 * 2112 * 48.87 / 20 * 25 $21,933

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.17 * 51.09 / 60 * 25 $4

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $36,530 + $21,933 +$4

$58,467

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-802-010

Original Current

PINE RIVER Municipality PINE RIVER

0.23 Segment Length 0.23

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

ON PARK, 1ST, AND NORWAY - TH371 TO TH 371

Termini ON PARK, 1ST, AND NORWAY - TH371 TO TH 371

1600 Present AADT 1600

2015 Year of Count 2015

1 Projection Factor 1

1600 Projected Traffic 1600

URBAN Design Type URBAN

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

2015 Latest Year SA funds 2015

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2015 SAP 011-596-009 RECONST Comments 2015 SAP 011-596-009 RECONST

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.23 * 1369859.45 / 60 * 25* 1.15

$150,970

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.23 * 2904 * 48.87 / 15 * 25 $54,402

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.23 * 71309.22 / 60 * 25 $6,834

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $150,970 + $54,402 +$6,834

$212,206

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-803-010

Original Current

BACKUS Municipality BACKUS

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 87 TO LAKE AVE Termini TH 87 TO LAKE AVE

340 Present AADT 340

2015 Year of Count 2015

1 Projection Factor 1

340 Projected Traffic 340

URBAN Design Type URBAN

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

1984 Latest Year SA funds 1984

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 * 1369859.45 / 60 * 25 *1.15

$65,639

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2904 * 48.87 / 15 * 25 $23,653

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 71309.22 / 60 * 25 $2,971

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $65,639 + $23,653 +$2,971

$92,263

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-803-020

Original Current

BACKUS Municipality BACKUS

0.07 Segment Length 0.07

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

LAKE AVE TO PARK AVE Termini LAKE AVE TO PARK AVE

265 Present AADT 265

2015 Year of Count 2015

1 Projection Factor 1

265 Projected Traffic 265

URBAN Design Type URBAN

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

1984 Latest Year SA funds 1984

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.07 * 1369859.45 / 60 * 25* 1.15

$45,947

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.07 * 2904 * 48.87 / 15 * 25 $16,557

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.07 * 71309.22 / 60 * 25 $2,080

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $45,947 + $16,557 +$2,080

$64,584

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-803-030

Original Current

BACKUS Municipality BACKUS

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

PARK AVE TO NO LIM BACKUS Termini PARK AVE TO NO LIM BACKUS

265 Present AADT 265

2015 Year of Count 2015

1 Projection Factor 1

265 Projected Traffic 265

URBAN Design Type URBAN

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

1984 Latest Year SA funds 1984

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 * 1369859.45 / 60 * 25* 1.15

$52,511

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.08 * 2904 * 48.87 / 15 * 25 $18,922

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.08 * 71309.22 / 60 * 25 $2,377

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $52,511 + $18,922 +$2,377

$73,810

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-804-010

Original Current

HACKENSACK Municipality HACKENSACK

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

ON WHIPPLE, 1ST, AND MURRAY -TH 371 TO TH 371

Termini ON WHIPPLE, 1ST, AND MURRAY -TH 371 TO TH 371

600 Present AADT 600

2015 Year of Count 2015

1 Projection Factor 1

600 Projected Traffic 600

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

0.3 * 1369859.45 / 60 * 25 *1.15

$196,917

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2904 * 48.87 / 15 * 25 $70,959

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 71309.22 / 60 * 25 $8,914

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $196,917 + $70,959 +$8,914

$276,790

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : CASS Segment Nbr : 011-805-010

Original Current

WALKER Municipality WALKER

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

TH 371 TO FRONT ST Termini TH 371 TO FRONT ST

1200 Present AADT 1200

2015 Year of Count 2015

1 Projection Factor 1

1200 Projected Traffic 1200

URBAN Design Type URBAN

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

2016 Latest Year SA funds 2016

1 Number of Signal Legs 1

No Special Message Special Message Code No Special Message

2016 SAP 011-805-002 RECONST Comments 2016 SAP 011-805-002 RECONST

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.06 * 1369859.45 / 60 * 25* 1.15

$39,383

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.06 * 2904 * 48.87 / 15 * 25 $14,192

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.06 * 71309.22 / 60 * 25 $1,783

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $39,383 +$14,192 + $1,783

$90,514

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : CASS Segment Nbr : 011-805-020

Original Current

WALKER Municipality WALKER

0.05 Segment Length 0.05

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

FRONT ST TO CLEVELAND BLVD Termini FRONT ST TO CLEVELAND BLVD

1200 Present AADT 1200

2015 Year of Count 2015

1 Projection Factor 1

1200 Projected Traffic 1200

URBAN Design Type URBAN

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

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 SAP 011-805-002 RECONST Comments 2016 SAP 011-805-002 RECONST

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.05 * 1369859.45 / 60 * 25* 1.15

$32,820

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.05 * 2904 * 48.87 / 15 * 25 $11,827

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.05 * 71309.22 / 60 * 25 $1,486

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $32,820 + $11,827 +$1,486

$46,133

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : CASS Segment Nbr : 011-805-030

Original Current

WALKER Municipality WALKER

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

CLEVELAND BLVD TO LEECHLAKE

Termini CLEVELAND BLVD TO LEECHLAKE

1200 Present AADT 1200

2015 Year of Count 2015

1 Projection Factor 1

1200 Projected Traffic 1200

URBAN Design Type URBAN

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

2016 Latest Year SA funds 2016

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2016 SAP 011-805-002 RECONST Comments 2016 SAP 011-805-002 RECONST

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.04 * 1369859.45 / 60 * 25* 1.15

$26,256

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.04 * 2904 * 48.87 / 15 * 25 $9,461

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.04 * 71309.22 / 60 * 25 $1,188

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $26,256 + $9,461 +$1,188

$36,905

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-806-010

Original Current

CASS LAKE Municipality CASS LAKE

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 371 TO BASSWOOD ON 2ND ST Termini TH 371 TO BASSWOOD ON 2ND ST

3100 Present AADT 3100

2015 Year of Count 2015

1 Projection Factor 1

3100 Projected Traffic 3100

URBAN Design Type URBAN

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

2007 Latest Year SA funds 2007

1 Number of Signal Legs 1

No Special Message Special Message Code No Special Message

GRADING, SP 11-806-004 Comments GRADING, SP 11-806-004

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.14 * 1369859.45 / 60 * 25* 1.15

$91,895

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.14 * 2904 * 48.87 / 15 * 25 $33,114

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.14 * 71309.22 / 60 * 25 $4,160

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $91,895 +$33,114 + $4,160

$164,325

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-806-020

Original Current

CASS LAKE Municipality CASS LAKE

0.07 Segment Length 0.07

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

BASSWOOD AV W TO BIRCH AV W Termini BASSWOOD AV W TO BIRCH AV W

3100 Present AADT 3100

2015 Year of Count 2015

1 Projection Factor 1

3100 Projected Traffic 3100

URBAN Design Type URBAN

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

2007 Latest Year SA funds 2007

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

GRADING, SP 11-806-004 Comments GRADING, SP 11-806-004

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.07 * 1369859.45 / 60 * 25* 1.15

$45,947

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.07 * 2904 * 48.87 / 15 * 25 $16,557

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.07 * 71309.22 / 60 * 25 $2,080

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $45,947 + $16,557 +$2,080

$64,584

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-806-021

Original Current

CASS LAKE Municipality CASS LAKE

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

BIRCH AV W TO ELM AV W Termini BIRCH AV W TO ELM AV W

2550 Present AADT 2550

2015 Year of Count 2015

1 Projection Factor 1

2550 Projected Traffic 2550

URBAN Design Type URBAN

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

2007 Latest Year SA funds 2007

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

GRADING, SP 11-806-004 Comments GRADING, SP 11-806-004

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 1369859.45 / 60 * 25* 1.15

$98,459

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.15 * 2904 * 48.87 / 15 * 25 $35,480

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.15 * 71309.22 / 60 * 25 $4,457

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $98,459 + $35,480 +$4,457

$138,396

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-806-030

Original Current

CASS LAKE Municipality CASS LAKE

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

ELM AV W TO MAPLE Termini ELM AV W TO MAPLE

2550 Present AADT 2550

2015 Year of Count 2015

1 Projection Factor 1

2550 Projected Traffic 2550

URBAN Design Type URBAN

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

2007 Latest Year SA funds 2007

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

GRADING, SP 11-806-004 Comments GRADING, SP 11-806-004

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 1369859.45 / 60 * 25* 1.15

$91,895

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.14 * 2904 * 48.87 / 15 * 25 $33,114

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.14 * 71309.22 / 60 * 25 $4,160

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $91,895 + $33,114 +$4,160

$129,169

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-806-035

Original Current

CASS LAKE Municipality CASS LAKE

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

MAPLE AVE TO .32 MI E Termini MAPLE AVE TO .32 MI E

1200 Present AADT 1200

2015 Year of Count 2015

1 Projection Factor 1

1200 Projected Traffic 1200

URBAN Design Type URBAN

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

1980 Latest Year SA funds 1980

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.32 * 1369859.45 / 60 * 25* 1.15

$210,045

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.32 * 2904 * 48.87 / 15 * 25 $75,690

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.32 * 71309.22 / 60 * 25 $9,508

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $210,045 + $75,690 +$9,508

$295,243

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-806-040

Original Current

CASS LAKE Municipality CASS LAKE

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

0.32 MI E OF MAPLE TO TH 2 Termini 0.32 MI E OF MAPLE TO TH 2

1200 Present AADT 1200

2015 Year of Count 2015

1 Projection Factor 1

1200 Projected Traffic 1200

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 * 468839.66 / 60 * 25 *1.1

$42,977

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.2 * 2112 * 48.87 / 20 * 25 $25,803

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.2 * 51.09 / 60 * 25 $4

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $42,977 + $25,803 +$4

$68,784

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-807-010

Original Current

CASS LAKE Municipality CASS LAKE

0.07 Segment Length 0.07

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

2ND ST TO 3RD ST N CASS LAKE Termini 2ND ST TO 3RD ST N CASS LAKE

1500 Present AADT 1500

2015 Year of Count 2015

1 Projection Factor 1

1500 Projected Traffic 1500

URBAN Design Type URBAN

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

2007 Latest Year SA funds 2007

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

GRADING, SP 11-807-002 Comments GRADING, SP 11-807-002

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

0.07 * 1369859.45 / 60 * 25* 1.15

$45,947

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.07 * 2904 * 48.87 / 15 * 25 $16,557

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.07 * 71309.22 / 60 * 25 $2,080

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $45,947 + $16,557 +$2,080

$64,584

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-807-020

Original Current

CASS LAKE Municipality CASS LAKE

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

3RD ST N TO 5TH ST N Termini 3RD ST N TO 5TH ST N

1950 Present AADT 1950

2015 Year of Count 2015

1 Projection Factor 1

1950 Projected Traffic 1950

URBAN Design Type URBAN

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

2007 Latest Year SA funds 2007

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

GRADING, SP 11-807-002 Comments GRADING, SP 11-807-002

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

0.13 * 1369859.45 / 60 * 25* 1.15

$85,331

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.13 * 2904 * 48.87 / 15 * 25 $30,749

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.13 * 71309.22 / 60 * 25 $3,863

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $85,331 + $30,749 +$3,863

$119,943

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : CASS Segment Nbr : 011-807-030

Original Current

CASS LAKE Municipality CASS LAKE

0.18 Segment Length 0.18

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

5TH ST N TO N LIM CASS LAKE Termini 5TH ST N TO N LIM CASS LAKE

2650 Present AADT 2650

2015 Year of Count 2015

1 Projection Factor 1

2650 Projected Traffic 2650

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

2 Number of Signal Legs 2

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

2 * 56250 / 40 * 25 $70,313

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.18 * 832238.66 / 60 * 25 *1.1

$68,660

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.18 * 2376 * 48.87 / 20 * 25 $26,126

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.18 * 49526.15 / 60 * 25 $3,714

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$70,313 + $68,660 +$26,126 + $3,714

$168,813