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SANEEDS - CSAH - Segment Report Roadway Segment Information Status : Original County Name : MORRISON Segment Nbr : 049-601-010 Original Current Unassigned/Unknown Municipality Unassigned/Unknown 3.1 Segment Length 3.1 BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH 2 Existing Surface Lanes 2 NOT DIVIDED Existing Lane Description NOT DIVIDED S CO LINE TO TH 238 Termini S CO LINE TO TH 238 714 Present AADT 714 2013 Year of Count 2013 1.4 Projection Factor 1.4 714 Projected Traffic 714 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 049-601-021 M&OL SM CULVERTS Comments 2013 SAP 049-601-021 M&OL SM CULVERTS Interchange Override Segment Override Bridge Information Status: Original Original Current 49506 Structure Number 49506 3.08 Milepoint 3.08 1965 Year Built 1965 TWO RIVERS Feature Crossed TWO RIVERS STREAM CROSSING Type of Service STREAM CROSSING 3 Number of Spans 3 48.9 Bridge Length 48.9 32.3 Bridge Width 32.3 100% Shared Structure 100% Comments 1 ( 0-149 ) Bridge Group Code 1 ( 0-149 ) Segment Cost Information Computation Factor Computation Formula Values Used For Calculation Computation Result Signal Leg TrafficSignalLegs * UnitCost / SignalLifeCycle * StatutoryNeedsYear 0 * 56250 / 40 * 25 $0 Construction Length * UnitCost / ConstrLifeCycle * StatutoryNeedsYear * DevelopmentCost 3.1 * 509993.88 / 60 * 25 * 1.1 $724,616 Preservation Length * Quantity * UnitCost / PreservationLifeCycle * StatutoryNeedsYear 3.1 * 2112 * 45.03 / 20 * 25 $368,526 ROW Length * UnitCost / ROWLifeCycle * StatutoryNeedsYear 3.1 * 12356.36 / 60 * 25 $15,960 Bridge BridgeLength * BridgeWidth * UnitCost / BridgeLifeCycle * StatutoryNeedsYear * DevelopmentCost 48.9 * 32.3 * 152 / 80 * 25 * 1.15 $86,279 Total Segment Cost Signal Leg + Construction + Preservation + ROW + Bridge $0 + $724,616 + $368,526 + $15,960 + $86,279 $1,195,381

SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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Page 1: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-601-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.1 Segment Length 3.1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S CO LINE TO TH 238 Termini S CO LINE TO TH 238

714 Present AADT 714

2013 Year of Count 2013

1.4 Projection Factor 1.4

714 Projected Traffic 714

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 049-601-021 M&OL SMCULVERTS

Comments 2013 SAP 049-601-021 M&OL SMCULVERTS

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

49506 Structure Number 49506

3.08 Milepoint 3.08

1965 Year Built 1965

TWO RIVERS Feature Crossed TWO RIVERS

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Spans 3

48.9 Bridge Length 48.9

32.3 Bridge Width 32.3

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

3.1 * 509993.88 / 60 * 25 *1.1

$724,616

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.1 * 2112 * 45.03 / 20 * 25 $368,526

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.1 * 12356.36 / 60 * 25 $15,960

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

48.9 * 32.3 * 152 / 80 * 25 *1.15

$86,279

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

$0 + $724,616 + $368,526+ $15,960 + $86,279

$1,195,381

Page 2: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-601-020

Original Current

ELMDALE Municipality ELMDALE

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

TH 238 TO NW LIM ELMDALE Termini TH 238 TO NW LIM ELMDALE

483 Present AADT 483

2013 Year of Count 2013

1.4 Projection Factor 1.4

483 Projected Traffic 483

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 049-601-023 M&OL SMCULVERTS

Comments 2013 SAP 049-601-023 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

1.9 * 509993.88 / 60 * 25 *1.1

$444,120

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.9 * 2112 * 45.03 / 20 * 25 $225,870

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.9 * 12356.36 / 60 * 25 $9,782

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $444,120 + $225,870+ $9,782

$679,772

Page 3: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-601-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4 Segment Length 4

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

NW LIM ELMDALE TO CSAH 12 Termini NW LIM ELMDALE TO CSAH 12

483 Present AADT 483

2013 Year of Count 2013

1.4 Projection Factor 1.4

483 Projected Traffic 483

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 049-601-023 M&OL SMCULVERTS

Comments 2013 SAP 049-601-023 M&OL SMCULVERTS

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

49501 Structure Number 49501

8.78 Milepoint 8.78

1964 Year Built 1964

Swan River Feature Crossed Swan River

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Spans 3

61 Bridge Length 61

32.3 Bridge Width 32.3

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 * 509993.88 / 60 * 25 * 1.1 $934,989

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4 * 2112 * 45.03 / 20 * 25 $475,517

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4 * 12356.36 / 60 * 25 $20,594

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

61 * 32.3 * 152 / 80 * 25 *1.15

$107,628

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

$0 + $934,989 + $475,517+ $20,594 + $107,628

$1,538,728

Page 4: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-601-040

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.5 Segment Length 1.5

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 12 TO S LIM SOBIESKI Termini CSAH 12 TO S LIM SOBIESKI

483 Present AADT 483

2013 Year of Count 2013

1.4 Projection Factor 1.4

483 Projected Traffic 483

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 049-601-017 RC/OL Comments 2013 SAP 049-601-017 RC/OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.5 * 509993.88 / 60 * 25 *1.1

$350,621

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.5 * 2112 * 45.03 / 20 * 25 $178,319

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.5 * 12356.36 / 60 * 25 $7,723

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $350,621 + $178,319+ $7,723

$536,663

Page 5: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-601-050

Original Current

SOBIESKI Municipality SOBIESKI

0.5 Segment Length 0.5

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

SO LIM TO N LIM SOBIESKI Termini SO LIM TO N LIM SOBIESKI

483 Present AADT 483

2013 Year of Count 2013

1.4 Projection Factor 1.4

483 Projected Traffic 483

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 049-601-017 RC/OL Comments 2013 SAP 049-601-017 RC/OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.5 * 509993.88 / 60 * 25 *1.1

$116,874

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2112 * 45.03 / 20 * 25 $59,440

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 12356.36 / 60 * 25 $2,574

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $116,874 + $59,440 +$2,574

$178,888

Page 6: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-601-060

Original Current

FLENSBURG Municipality FLENSBURG

1.83 Segment Length 1.83

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 SOBIESKI TO 1.83 MI N Termini N LIM SOBIESKI TO 1.83 MI N

483 Present AADT 483

2013 Year of Count 2013

1.4 Projection Factor 1.4

483 Projected Traffic 483

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 049-601-017 RC/OL Comments 2013 SAP 049-601-017 RC/OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.83 * 509993.88 / 60 * 25 *1.1

$427,757

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.83 * 2112 * 45.03 / 20 * 25 $217,549

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.83 * 12356.36 / 60 * 25 $9,422

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $427,757 + $217,549+ $9,422

$654,728

Page 7: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-601-070

Original Current

FLENSBURG Municipality FLENSBURG

0.37 Segment Length 0.37

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

1.83 MI N TO 2.20 MI NW OF N LIMSSOBIESKI

Termini 1.83 MI N TO 2.20 MI NW OF N LIMSSOBIESKI

483 Present AADT 483

2013 Year of Count 2013

1.4 Projection Factor 1.4

483 Projected Traffic 483

URBAN Design Type URBAN

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SAP 049-601-017 RC/OL Comments 2013 SAP 049-601-017 RC/OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.37 * 1375701.65 / 60 * 25* 1.15

$243,900

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.37 * 2904 * 45.03 / 15 * 25 $80,640

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.37 * 107006.55 / 60 * 25 $16,497

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $243,900 + $80,640 +$16,497

$341,037

Page 8: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-601-080

Original Current

FLENSBURG Municipality FLENSBURG

0.93 Segment Length 0.93

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

2.20 MI NW OF N LIMS SOBIESKITO N LIMS FLENSBURG

Termini 2.20 MI NW OF N LIMS SOBIESKITO N LIMS FLENSBURG

770 Present AADT 770

2013 Year of Count 2013

1.4 Projection Factor 1.4

770 Projected Traffic 770

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 049-601-017 RC/OL Comments 2013 SAP 049-601-017 RC/OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.93 * 509993.88 / 60 * 25 *1.1

$217,385

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.93 * 2112 * 45.03 / 20 * 25 $110,558

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.93 * 12356.36 / 60 * 25 $4,788

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $217,385 + $110,558+ $4,788

$332,731

Page 9: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-601-100

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1 Segment Length 1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

N LIMS FLENSBURG TO TH 27 Termini N LIMS FLENSBURG TO TH 27

770 Present AADT 770

2013 Year of Count 2013

1.4 Projection Factor 1.4

770 Projected Traffic 770

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 049-601-017 RC/OL Comments 2013 SAP 049-601-017 RC/OL

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1 * 509993.88 / 60 * 25 * 1.1 $233,747

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 45.03 / 20 * 25 $118,879

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 12356.36 / 60 * 25 $5,148

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $233,747 + $118,879+ $5,148

$357,774

Page 10: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-601-110

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

7.9 Segment Length 7.9

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 27 TO S LIMS RANDALL Termini TH 27 TO S LIMS RANDALL

630 Present AADT 630

2013 Year of Count 2013

1.4 Projection Factor 1.4

630 Projected Traffic 630

RURAL Design Type RURAL

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

1996 Latest Year SA funds 1996

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SP 049-601-027 ER REPAIR Comments 2013 SP 049-601-027 ER REPAIR

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

7.9 * 509993.88 / 60 * 25 *1.1

$1,846,603

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

7.9 * 2112 * 45.03 / 20 * 25 $939,146

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

7.9 * 12356.36 / 60 * 25 $40,673

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,846,603 + $939,146+ $40,673

$2,826,422

Page 11: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-601-140

Original Current

RANDALL Municipality RANDALL

1 Segment Length 1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S LIMS RANDALL TO CSAH 14 Termini S LIMS RANDALL TO CSAH 14

630 Present AADT 630

2013 Year of Count 2013

1.4 Projection Factor 1.4

630 Projected Traffic 630

RURAL Design Type RURAL

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

1996 Latest Year SA funds 1996

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

92944 Structure Number 92944

23.88 Milepoint 23.88

1972 Year Built 1972

S BR LITTLE ELK RIVER Feature Crossed S BR LITTLE ELK RIVER

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

14 Culvert Width 14

8 Culvert Height 8

58 Culvert Length 58

163.99985679 Area of Waterway Opening 163.99985679

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 * 509993.88 / 60 * 25 * 1.1 $233,747

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 45.03 / 20 * 25 $118,879

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 12356.36 / 60 * 25 $5,148

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

58 * 163.99985679 * 15.47 /100 * 25 * 1.15

$42,306

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

$0 + $233,747 + $118,879+ $5,148 + $42,306

$400,080

Page 12: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-601-150

Original Current

RANDALL Municipality RANDALL

0.37 Segment Length 0.37

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 104 TO 0.37 MI N Termini CSAH 104 TO 0.37 MI N

2170 Present AADT 2170

2013 Year of Count 2013

1.4 Projection Factor 1.4

2170 Projected Traffic 2170

URBAN Design Type URBAN

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

2009 Latest Year SA funds 2009

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

RESURFACED IN 2009 SAP 49-601-18

Comments RESURFACED IN 2009 SAP 49-601-18

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.37 * 1375701.65 / 60 * 25* 1.15

$243,900

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.37 * 2904 * 45.03 / 15 * 25 $80,640

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.37 * 107006.55 / 60 * 25 $16,497

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $243,900 + $80,640 +$16,497

$341,037

Page 13: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-601-160

Original Current

RANDALL Municipality RANDALL

0.49 Segment Length 0.49

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.37 MI N OF CSAH 104 TO N LIMRANDALL

Termini 0.37 MI N OF CSAH 104 TO N LIMRANDALL

2170 Present AADT 2170

2013 Year of Count 2013

1.4 Projection Factor 1.4

2170 Projected Traffic 2170

RURAL Design Type RURAL

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

1999 Latest Year SA funds 1999

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.49 * 644333.91 / 60 * 25 *1.1

$144,707

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.49 * 2376 * 45.03 / 20 * 25 $65,532

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.49 * 40855.37 / 60 * 25 $8,341

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $144,707 + $65,532 +$8,341

$218,580

Page 14: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-601-170

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

7.5 Segment Length 7.5

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 RANDALL TO 1.40 M I S OFCSAH 3

Termini N LIM RANDALL TO 1.40 M I S OFCSAH 3

2170 Present AADT 2170

2013 Year of Count 2013

1.4 Projection Factor 1.4

2170 Projected Traffic 2170

RURAL Design Type RURAL

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

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

Bridge Information Status: Original

Original Current

49514 Structure Number 49514

26.11 Milepoint 26.11

1968 Year Built 1968

LITTLE ELK RIVER Feature Crossed LITTLE ELK RIVER

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Spans 3

54 Bridge Length 54

38.8 Bridge Width 38.8

100% Shared Structure 100%

Comments

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

Culvert Information Status: Original

Original Current

7338 Structure Number 7338

27.31 Milepoint 27.31

1947 Year Built 1947

HAY CREEK Feature Crossed HAY CREEK

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

12 Culvert Width 12

8 Culvert Height 8

44 Culvert Length 44

191.99998986 Area of Waterway Opening 191.99998986

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Page 15: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

7.5 * 644333.91 / 60 * 25 *1.1

$2,214,898

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

7.5 * 2376 * 45.03 / 20 * 25 $1,003,043

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

7.5 * 40855.37 / 60 * 25 $127,673

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

54 * 38.8 * 152 / 80 * 25 *1.15

$114,450

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

44 * 191.99998986 * 15.47 /100 * 25 * 1.15

$37,574

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

$0 + $2,214,898 +$1,003,043 + $127,673 +$114,450 + $37,574

$3,497,638

Page 16: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-601-180

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

9.2 Segment Length 9.2

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

1.4 MI S OF CSAH 3 TO SPILLAGER BRIDGE

Termini 1.4 MI S OF CSAH 3 TO SPILLAGER BRIDGE

2590 Present AADT 2590

2013 Year of Count 2013

1.4 Projection Factor 1.4

2590 Projected Traffic 2590

RURAL Design Type RURAL

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

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

41.59 Milepoint 41.59

1976 Year Built 1976

CROW WING RIVER Feature Crossed CROW WING RIVER

STREAM CROSSING Type of Service STREAM CROSSING

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

9.2 * 644333.91 / 60 * 25 *1.1

$2,716,941

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

9.2 * 2376 * 45.03 / 20 * 25 $1,230,400

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

9.2 * 40855.37 / 60 * 25 $156,612

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

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

$259,278

Page 17: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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

$0 + $2,716,941 +$1,230,400 + $156,612 +$259,278

$4,363,231

Page 18: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-602-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

6.9 Segment Length 6.9

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 3 TO CSAH 28 Termini CSAH 3 TO CSAH 28

364 Present AADT 364

2013 Year of Count 2013

1.4 Projection Factor 1.4

364 Projected Traffic 364

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 049-602-007 OL

2012 SAP 049-602-008 SMALLCULVERTS

Comments 2013 SAP 049-602-007 OL

2012 SAP 049-602-008 SMALLCULVERTS

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

6.9 * 509993.88 / 60 * 25 *1.1

$1,612,856

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

6.9 * 2112 * 45.03 / 20 * 25 $820,266

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

6.9 * 12356.36 / 60 * 25 $35,525

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,612,856 + $820,266+ $35,525

$2,468,647

Page 19: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-603-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

7.4 Segment Length 7.4

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 10 TO CSAH 1 Termini TH 10 TO CSAH 1

1274 Present AADT 1274

2013 Year of Count 2013

1.4 Projection Factor 1.4

1274 Projected Traffic 1274

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

RECON 2005 SAP 49-603-02 Comments RECON 2005 SAP 49-603-02

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

7.4 * 509993.88 / 60 * 25 *1.1

$1,729,729

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

7.4 * 2112 * 45.03 / 20 * 25 $879,706

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

7.4 * 12356.36 / 60 * 25 $38,099

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,729,729 + $879,706+ $38,099

$2,647,534

Page 20: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-604-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4 Segment Length 4

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 15 TO CSAH 12 Termini CSAH 15 TO CSAH 12

392 Present AADT 392

2013 Year of Count 2013

1.4 Projection Factor 1.4

392 Projected Traffic 392

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

4 * 509993.88 / 60 * 25 * 1.1 $934,989

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4 * 2112 * 45.03 / 20 * 25 $475,517

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4 * 12356.36 / 60 * 25 $20,594

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $934,989 + $475,517+ $20,594

$1,431,100

Page 21: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-605-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

7.1 Segment Length 7.1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 10 TO CSAH 1 Termini TH 10 TO CSAH 1

518 Present AADT 518

2013 Year of Count 2013

1.4 Projection Factor 1.4

518 Projected Traffic 518

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

Comments

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

BURLINGTON NORTHERN SANTAFE RAILWAY

RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY

097594V USDOT Number 097594V

0.1 Located at Milepoint 0.1

1 Mainline Tracks 1

SIGNALS & GATES Protection Type SIGNALS & GATES

1984 Last Year Protection Upgraded 1984

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

7.1 * 509993.88 / 60 * 25 *1.1

$1,659,605

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

7.1 * 2112 * 45.03 / 20 * 25 $844,042

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

7.1 * 12356.36 / 60 * 25 $36,554

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

325000 / 25 * 25 $325,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

32 * 1350 / 25 * 25 $43,200

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

$0 + $1,659,605 + $844,042+ $36,554 + $325,000 +$43,200

$2,908,401

Page 22: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-606-010

Original Current

ELMDALE Municipality ELMDALE

0.88 Segment Length 0.88

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 238 TO N LIMS ELMDALE Termini TH 238 TO N LIMS ELMDALE

567 Present AADT 567

2013 Year of Count 2013

1.4 Projection Factor 1.4

567 Projected Traffic 567

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 049-606-020 OL W/ CLCULVERT LINER

Comments 2013 SAP 049-606-020 OL W/ CLCULVERT LINER

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

88068 Structure Number 88068

0.45 Milepoint 0.45

1940 Year Built 1940

LITTLE TWO RIVER Feature Crossed LITTLE TWO RIVER

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

8 Culvert Width 8

6 Culvert Height 6

57 Culvert Length 57

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

0.88 * 509993.88 / 60 * 25 *1.1

$205,698

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.88 * 2112 * 45.03 / 20 * 25 $104,614

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.88 * 12356.36 / 60 * 25 $4,531

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

57 * 95.99999493 * 15.47 /100 * 25 * 1.15

$24,337

Page 23: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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

$0 + $205,698 + $104,614+ $4,531 + $24,337

$339,180

Page 24: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-606-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.9 Segment Length 4.9

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

N CORP LIMS ELMDALE TO CSAH12

Termini N CORP LIMS ELMDALE TO CSAH12

567 Present AADT 567

2013 Year of Count 2013

1.4 Projection Factor 1.4

567 Projected Traffic 567

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 049-606-020 OL W/ CLCULVERT LINER

COMBINED SEGMENTS 020 & 030IN 2005

Comments 2013 SAP 049-606-020 OL W/ CLCULVERT LINER

COMBINED SEGMENTS 020 & 030IN 2005

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

49516 Structure Number 49516

5.62 Milepoint 5.62

1969 Year Built 1969

SWAN RIVER Feature Crossed SWAN RIVER

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Spans 3

70 Bridge Length 70

38.3 Bridge Width 38.3

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

4.9 * 509993.88 / 60 * 25 *1.1

$1,145,361

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.9 * 2112 * 45.03 / 20 * 25 $582,508

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.9 * 12356.36 / 60 * 25 $25,228

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

70 * 38.3 * 152 / 80 * 25 *1.15

$146,450

Page 25: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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

$0 + $1,145,361 + $582,508+ $25,228 + $146,450

$1,899,547

Page 26: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-608-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1 Segment Length 1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 39 TO S LIMS HILLMAN Termini CSAH 39 TO S LIMS HILLMAN

798 Present AADT 798

2013 Year of Count 2013

1.4 Projection Factor 1.4

798 Projected Traffic 798

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

1 * 509993.88 / 60 * 25 * 1.1 $233,747

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 45.03 / 20 * 25 $118,879

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 12356.36 / 60 * 25 $5,148

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $233,747 + $118,879+ $5,148

$357,774

Page 27: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-608-020

Original Current

HILLMAN Municipality HILLMAN

1.26 Segment Length 1.26

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S LIMS HILLMAN TO N LIMSHILLMAN

Termini S LIMS HILLMAN TO N LIMSHILLMAN

798 Present AADT 798

2013 Year of Count 2013

1.4 Projection Factor 1.4

798 Projected Traffic 798

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

1.26 * 509993.88 / 60 * 25 *1.1

$294,521

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.26 * 2112 * 45.03 / 20 * 25 $149,788

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.26 * 12356.36 / 60 * 25 $6,487

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $294,521 + $149,788+ $6,487

$450,796

Page 28: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-608-050

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.4 Segment Length 4.4

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 HILLMAN TO TH 27 Termini N LIM HILLMAN TO TH 27

798 Present AADT 798

2013 Year of Count 2013

1.4 Projection Factor 1.4

798 Projected Traffic 798

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

Culvert Information Status: Original

Original Current

95103 Structure Number 95103

6.36 Milepoint 6.36

1982 Year Built 1982

STREAM Feature Crossed STREAM

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

14 Culvert Width 14

8 Culvert Height 8

50 Culvert Length 50

163.99985679 Area of Waterway Opening 163.99985679

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

4.4 * 509993.88 / 60 * 25 *1.1

$1,028,488

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.4 * 2112 * 45.03 / 20 * 25 $523,068

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.4 * 12356.36 / 60 * 25 $22,653

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

50 * 163.99985679 * 15.47 /100 * 25 * 1.15

$36,470

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

$0 + $1,028,488 + $523,068+ $22,653 + $36,470

$1,610,679

Page 29: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-608-060

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.6 Segment Length 5.6

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 27 TO N CO LINE Termini TH 27 TO N CO LINE

1470 Present AADT 1470

2013 Year of Count 2013

1.4 Projection Factor 1.4

1470 Projected Traffic 1470

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

5.6 * 509993.88 / 60 * 25 *1.1

$1,308,984

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.6 * 2112 * 45.03 / 20 * 25 $665,724

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.6 * 12356.36 / 60 * 25 $28,832

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,308,984 + $665,724+ $28,832

$2,003,540

Page 30: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-609-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.2 Segment Length 2.2

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 238 TO 2.2 MI E Termini TH 238 TO 2.2 MI E

644 Present AADT 644

2013 Year of Count 2013

1.4 Projection Factor 1.4

644 Projected Traffic 644

RURAL Design Type RURAL

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

1996 Latest Year SA funds 1996

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

2.2 * 509993.88 / 60 * 25 *1.1

$514,244

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.2 * 2112 * 45.03 / 20 * 25 $261,534

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.2 * 12356.36 / 60 * 25 $11,327

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $514,244 + $261,534+ $11,327

$787,105

Page 31: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-610-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4 Segment Length 4

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 26 TO CSAH 34 Termini CSAH 26 TO CSAH 34

273 Present AADT 273

2013 Year of Count 2013

1.4 Projection Factor 1.4

273 Projected Traffic 273

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 OVERLAY SAP 49-610-04 Comments 2010 OVERLAY SAP 49-610-04

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

49J60 Structure Number 49J60

0.36 Milepoint 0.36

2010 Year Built 2010

DITCH Feature Crossed DITCH

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

10 Culvert Width 10

5 Culvert Height 5

60 Culvert Length 60

48 Area of Waterway Opening 48

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 * 509993.88 / 60 * 25 * 1.1 $934,989

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4 * 2112 * 45.03 / 20 * 25 $475,517

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4 * 12356.36 / 60 * 25 $20,594

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

60 * 48 * 15.47 / 100 * 25 *1.15

$12,809

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

$0 + $934,989 + $475,517+ $20,594 + $12,809

$1,443,909

Page 32: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-611-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

9 Segment Length 9

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 28 TO CSAH 14 Termini TH 28 TO CSAH 14

756 Present AADT 756

2013 Year of Count 2013

1.4 Projection Factor 1.4

756 Projected Traffic 756

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

Culvert Information Status: Original

Original Current

93313 Structure Number 93313

6.8 Milepoint 6.8

1978 Year Built 1978

S BR LITTLE ELK RIVER Feature Crossed S BR LITTLE ELK RIVER

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Barrels 3

10 Culvert Width 10

7 Culvert Height 7

50 Culvert Length 50

155 Area of Waterway Opening 155

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

9 * 509993.88 / 60 * 25 * 1.1 $2,103,725

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

9 * 2112 * 45.03 / 20 * 25 $1,069,913

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

9 * 12356.36 / 60 * 25 $46,336

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

50 * 155 * 15.47 / 100 * 25 *1.15

$34,469

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

$0 + $2,103,725 +$1,069,913 + $46,336 +$34,469

$3,254,443

Page 33: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-611-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.1 Segment Length 3.1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 14 TO TH 10 Termini CSAH 14 TO TH 10

560 Present AADT 560

2013 Year of Count 2013

1.4 Projection Factor 1.4

560 Projected Traffic 560

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

OLD CR 207 FROM CSAH 14 TO TH10 BECAME NEW CSAH 11 IN 2001SAP 49-611-08 OVERLAY IN 2001

Comments OLD CR 207 FROM CSAH 14 TO TH10 BECAME NEW CSAH 11 IN 2001SAP 49-611-08 OVERLAY IN 2001

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

92958 Structure Number 92958

10.816 Milepoint 10.816

1973 Year Built 1973

LITTLE ELK RIVER Feature Crossed LITTLE ELK RIVER

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

12 Culvert Width 12

8 Culvert Height 8

64 Culvert Length 64

131.99985848 Area of Waterway Opening 131.99985848

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

3.1 * 509993.88 / 60 * 25 *1.1

$724,616

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.1 * 2112 * 45.03 / 20 * 25 $368,526

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.1 * 12356.36 / 60 * 25 $15,960

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

64 * 131.99985848 * 15.47 /100 * 25 * 1.15

$37,573

Page 34: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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

$0 + $724,616 + $368,526+ $15,960 + $37,573

$1,146,675

Page 35: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-612-010

Original Current

SWANVILLE Municipality SWANVILLE

0.26 Segment Length 0.26

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 28 TO 0.26 MI E OF TH 28 Termini TH 28 TO 0.26 MI E OF TH 28

1400 Present AADT 1400

2013 Year of Count 2013

1.4 Projection Factor 1.4

1400 Projected Traffic 1400

URBAN Design Type URBAN

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

2009 Latest Year SA funds 2009

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

RESURFACED IN 2009 SP 49-612-05

Comments RESURFACED IN 2009 SP 49-612-05

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.26 * 1375701.65 / 60 * 25* 1.15

$171,389

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.26 * 2904 * 45.03 / 15 * 25 $56,666

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.26 * 107006.55 / 60 * 25 $11,592

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $171,389 + $56,666 +$11,592

$239,647

Page 36: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-612-020

Original Current

SWANVILLE Municipality SWANVILLE

0.3 Segment Length 0.3

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.26 MI E OF TH 28 TO E LIMSWANVILLE

Termini 0.26 MI E OF TH 28 TO E LIMSWANVILLE

1470 Present AADT 1470

2013 Year of Count 2013

1.4 Projection Factor 1.4

1470 Projected Traffic 1470

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

RECONSTRUCTED IN 2009 SP 49-612-05

Comments RECONSTRUCTED IN 2009 SP 49-612-05

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation 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 * 509993.88 / 60 * 25 *1.1

$70,124

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2112 * 45.03 / 20 * 25 $35,664

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 12356.36 / 60 * 25 $1,545

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $70,124 + $35,664 +$1,545

$107,333

Page 37: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-612-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

6.4 Segment Length 6.4

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

E LIM SWANVILLE TO W LIMSSOBIESKI

Termini E LIM SWANVILLE TO W LIMSSOBIESKI

1470 Present AADT 1470

2013 Year of Count 2013

1.4 Projection Factor 1.4

1470 Projected Traffic 1470

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

COMBINED SEGMENTS 021 & 030IN 2005

RECONSTRUCTED 2009, SP 49-612-005

Comments COMBINED SEGMENTS 021 & 030IN 2005

RECONSTRUCTED 2009, SP 49-612-005

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

49515 Structure Number 49515

4.18 Milepoint 4.18

1969 Year Built 1969

SWAN RIVER Feature Crossed SWAN RIVER

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Spans 3

54 Bridge Length 54

32.5 Bridge Width 32.5

100% Shared Structure 100%

Comments

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

Culvert Information Status: Original

Original Current

49J58 Structure Number 49J58

1.31 Milepoint 1.31

2009 Year Built 2009

DITCH Feature Crossed DITCH

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

10 Culvert Width 10

4 Culvert Height 4

80 Culvert Length 80

38 Area of Waterway Opening 38

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Page 38: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

Computation Factor 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 * 509993.88 / 60 * 25 *1.1

$1,495,982

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

6.4 * 2112 * 45.03 / 20 * 25 $760,827

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

6.4 * 12356.36 / 60 * 25 $32,950

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

54 * 32.5 * 152 / 80 * 25 *1.15

$95,867

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

80 * 38 * 15.47 / 100 * 25 *1.15

$13,521

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

$0 + $1,495,982 + $760,827+ $32,950 + $95,867 +$13,521

$2,399,147

Page 39: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-612-060

Original Current

SOBIESKI Municipality SOBIESKI

2.23 Segment Length 2.23

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W LIMS SOBIESKI TO .23 MI E OFCSAH 6

Termini W LIMS SOBIESKI TO .23 MI E OFCSAH 6

1680 Present AADT 1680

2013 Year of Count 2013

1.4 Projection Factor 1.4

1680 Projected Traffic 1680

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

SPLIT TO CORRECT SOBIESKILIMITS2010 OVERLAY SAP 49-612-08

Comments SPLIT TO CORRECT SOBIESKILIMITS2010 OVERLAY SAP 49-612-08

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

88066 Structure Number 88066

8.35 Milepoint 8.35

1915 Year Built 1915

DITCH Feature Crossed DITCH

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

10 Culvert Width 10

8 Culvert Height 8

58 Culvert Length 58

80.00053397 Area of Waterway Opening 80.00053397

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Culvert Information Status: Original

Original Current

93788 Structure Number 93788

8.94 Milepoint 8.94

1972 Year Built 1972

STREAM Feature Crossed STREAM

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

9 Culvert Width 9

5 Culvert Height 5

128 Culvert Length 128

34.99989724 Area of Waterway Opening 34.99989724

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Page 40: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

2.23 * 644333.91 / 60 * 25 *1.1

$658,563

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.23 * 2376 * 45.03 / 20 * 25 $298,238

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.23 * 40855.37 / 60 * 25 $37,961

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

58 * 80.00053397 * 15.47 /100 * 25 * 1.15

$20,637

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

128 * 34.99989724 * 15.47 /100 * 25 * 1.15

$19,925

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

$0 + $658,563 + $298,238+ $37,961 + $20,637 +$19,925

$1,035,324

Page 41: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-612-080

Original Current

SOBIESKI Municipality SOBIESKI

0.7 Segment Length 0.7

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.23 MI E TO 0.93 MI E CSAH 6 Termini 0.23 MI E TO 0.93 MI E CSAH 6

1680 Present AADT 1680

2013 Year of Count 2013

1.4 Projection Factor 1.4

1680 Projected Traffic 1680

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

2010 OVERLAY SAP 49-612-08 Comments 2010 OVERLAY SAP 49-612-08

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.7 * 1375701.65 / 60 * 25 *1.15

$461,433

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.7 * 2904 * 45.03 / 15 * 25 $152,562

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.7 * 107006.55 / 60 * 25 $31,210

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $461,433 + $152,562+ $31,210

$645,205

Page 42: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-612-090

Original Current

SOBIESKI Municipality SOBIESKI

0.82 Segment Length 0.82

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.93 MI E OF CSAH 6 TO E LIMSSOBIESKI

Termini 0.93 MI E OF CSAH 6 TO E LIMSSOBIESKI

1680 Present AADT 1680

2013 Year of Count 2013

1.4 Projection Factor 1.4

1680 Projected Traffic 1680

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

2010 OVERLAY SAP 49-612-08 Comments 2010 OVERLAY SAP 49-612-08

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.82 * 644333.91 / 60 * 25 *1.1

$242,162

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.82 * 2376 * 45.03 / 20 * 25 $109,666

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.82 * 40855.37 / 60 * 25 $13,959

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $242,162 + $109,666+ $13,959

$365,787

Page 43: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-612-100

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.7 Segment Length 1.7

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

E LIMS SOBIESKI TO TH 238 Termini E LIMS SOBIESKI TO TH 238

1680 Present AADT 1680

2013 Year of Count 2013

1.4 Projection Factor 1.4

1680 Projected Traffic 1680

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

2010 OVERLAY SAP 49-612-08 Comments 2010 OVERLAY SAP 49-612-08

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.7 * 644333.91 / 60 * 25 *1.1

$502,044

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.7 * 2376 * 45.03 / 20 * 25 $227,356

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.7 * 40855.37 / 60 * 25 $28,939

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $502,044 + $227,356+ $28,939

$758,339

Page 44: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : MORRISON Segment Nbr : 049-613-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.1 Segment Length 0.1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 52 TO 0.1 MI E Termini CSAH 52 TO 0.1 MI E

3150 Present AADT 3150

2013 Year of Count 2013

1.4 Projection Factor 1.4

3150 Projected Traffic 3150

RURAL Design Type RURAL

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Revised

Original Current

BURLINGTON NORTHERN SANTAFE RAILWAY

RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY

097674N USDOT Number 097674N

0.1 Located at Milepoint 0.1

1 Mainline Tracks 1

SIGNALS & GATES Protection Type SIGNALS & GATES

1999 Last Year Protection Upgraded 1999

40 Crossing Length 40

0 Last Year Surfaced 0

100% Percentage of Cost 100%

HAS 1 MAINLINE AND ONE SIDERR TRACK - NEEDSAPPROPRIATE FOR SINGLETRACK ONLY.

Comments HAS 1 MAINLINE AND ONE SIDERR TRACK - NEEDSAPPROPRIATE FOR SINGLETRACK ONLY.

Segment CostInformation

Computation Factor Computation 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 * 644333.91 / 60 * 25 *1.1

$29,532

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2376 * 45.03 / 20 * 25 $13,374

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 40855.37 / 60 * 25 $1,702

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

325000 / 25 * 25 $325,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

40 * 1350 / 25 * 25 $54,000

Page 45: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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

$0 + $29,532 + $13,374 +$1,702 + $325,000 +$54,000

$423,608

Page 46: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-613-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.5 Segment Length 0.5

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.1 MI E TO 0.6 MI NE OF CSAH 52 Termini 0.1 MI E TO 0.6 MI NE OF CSAH 52

1316 Present AADT 1316

2013 Year of Count 2013

1.4 Projection Factor 1.4

1316 Projected Traffic 1316

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 * 509993.88 / 60 * 25 *1.1

$116,874

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2112 * 45.03 / 20 * 25 $59,440

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 12356.36 / 60 * 25 $2,574

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $116,874 + $59,440 +$2,574

$178,888

Page 47: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : MORRISON Segment Nbr : 049-613-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.5 Segment Length 5.5

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.6 MI NE OF CSAH 52 TO TH 115 Termini 0.6 MI NE OF CSAH 52 TO TH 115

1316 Present AADT 1316

2013 Year of Count 2013

1.4 Projection Factor 1.4

1316 Projected Traffic 1316

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 049-613-004 OL Comments 2016 SAP 049-613-004 OL

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

49543 Structure Number 49543

1.72 Milepoint 1.72

1995 Year Built 1995

LITTLE ELK RIVER Feature Crossed LITTLE ELK RIVER

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Spans 1

94.1 Bridge Length 94.1

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

5.5 * 509993.88 / 60 * 25 *1.1

$1,285,610

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.5 * 2112 * 45.03 / 20 * 25 $653,836

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.5 * 12356.36 / 60 * 25 $28,317

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

94.1 * 43.3 * 152 / 80 * 25 *1.15

$222,571

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

$0 + $1,285,610 + $653,836+ $28,317 + $222,571

$2,190,334

Page 48: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : MORRISON Segment Nbr : 049-614-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

6.4 Segment Length 6.4

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W CO LINE TO W LIMS RANDALL Termini W CO LINE TO W LIMS RANDALL

770 Present AADT 770

2013 Year of Count 2013

1.4 Projection Factor 1.4

770 Projected Traffic 770

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 049-614-013 OL

SAP 49-614-11 OVERLAY IN 2001COMBINED SEGMENTS 010 & 020IN 2005

Comments 2016 SAP 049-614-013 OL

SAP 49-614-11 OVERLAY IN 2001COMBINED SEGMENTS 010 & 020IN 2005

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 509993.88 / 60 * 25 *1.1

$1,495,982

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

6.4 * 2112 * 45.03 / 20 * 25 $760,827

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

6.4 * 12356.36 / 60 * 25 $32,950

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,495,982 + $760,827+ $32,950

$2,289,759

Page 49: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : MORRISON Segment Nbr : 049-614-030

Original Current

RANDALL Municipality RANDALL

0.3 Segment Length 0.3

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W LIMS RANDALL TO TH 10 Termini W LIMS RANDALL TO TH 10

1372 Present AADT 1372

2013 Year of Count 2013

1.4 Projection Factor 1.4

1372 Projected Traffic 1372

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 049-614-013 OL Comments 2016 SAP 049-614-013 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 * 1375701.65 / 60 * 25 *1.15

$197,757

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2904 * 45.03 / 15 * 25 $65,384

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 107006.55 / 60 * 25 $13,376

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $197,757 + $65,384 +$13,376

$276,517

Page 50: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : MORRISON Segment Nbr : 049-614-040

Original Current

RANDALL Municipality RANDALL

0.21 Segment Length 0.21

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 10 TO CSAH 1 Termini TH 10 TO CSAH 1

1890 Present AADT 1890

2013 Year of Count 2013

1.4 Projection Factor 1.4

1890 Projected Traffic 1890

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 049-614-013 OL

RECONSTRUCTED 2009, SAP 49-614-012

Comments 2016 SAP 049-614-013 OL

RECONSTRUCTED 2009, SAP 49-614-012

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

BURLINGTON NORTHERN SANTAFE RAILWAY

RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY

097590T USDOT Number 097590T

0.2 Located at Milepoint 0.2

2 Mainline Tracks 2

SIGNALS & GATES Protection Type SIGNALS & GATES

2009 Last Year Protection Upgraded 2009

41 Crossing Length 41

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

0.21 * 1375701.65 / 60 * 25* 1.15

$138,430

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.21 * 2904 * 45.03 / 15 * 25 $45,768

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.21 * 107006.55 / 60 * 25 $9,363

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

325000 / 25 * 25 $325,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

41 * 1350 / 25 * 25 $55,350

Page 51: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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

$0 + $138,430 + $45,768 +$9,363 + $325,000 +$55,350

$573,911

Page 52: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-615-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

8.7 Segment Length 8.7

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 19 TO S LIMS SWANVILLE Termini CSAH 19 TO S LIMS SWANVILLE

609 Present AADT 609

2013 Year of Count 2013

1.4 Projection Factor 1.4

609 Projected Traffic 609

RURAL Design Type RURAL

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

1997 Latest Year SA funds 1997

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

COMBINED SEGMENTS 010 & 020IN 2005

Comments COMBINED SEGMENTS 010 & 020IN 2005

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 509993.88 / 60 * 25 *1.1

$2,033,601

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

8.7 * 2112 * 45.03 / 20 * 25 $1,034,249

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

8.7 * 12356.36 / 60 * 25 $44,792

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $2,033,601 +$1,034,249 + $44,792

$3,112,642

Page 53: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-616-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.2 Segment Length 3.2

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W CO LINE TO TH 10 Termini W CO LINE TO TH 10

399 Present AADT 399

2013 Year of Count 2013

1.4 Projection Factor 1.4

399 Projected Traffic 399

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 049-616-007 M&OL

2012 SAP 049-616-006 CULVERTLINERS

Comments 2013 SAP 049-616-007 M&OL

2012 SAP 049-616-006 CULVERTLINERS

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

49J65 Structure Number 49J65

1.4 Milepoint 1.4

2010 Year Built 2010

LITTLE ELK RIVER Feature Crossed LITTLE ELK RIVER

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

10 Culvert Width 10

8 Culvert Height 8

62 Culvert Length 62

156 Area of Waterway Opening 156

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

3.2 * 509993.88 / 60 * 25 *1.1

$747,991

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.2 * 2112 * 45.03 / 20 * 25 $380,413

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.2 * 12356.36 / 60 * 25 $16,475

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

62 * 156 * 15.47 / 100 * 25 *1.15

$43,017

Page 54: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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

$0 + $747,991 + $380,413+ $16,475 + $43,017

$1,187,896

Page 55: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-617-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.4 Segment Length 1.4

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 238 TO LITTLE FALLS CITYLIMITS

Termini TH 238 TO LITTLE FALLS CITYLIMITS

602 Present AADT 602

2013 Year of Count 2013

1.4 Projection Factor 1.4

602 Projected Traffic 602

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

NEW CSAH 17 IN 2005 (OLD CR223)2010 RECONSTRUCTION SAP 49-617-05 AND SAP 49-617-06

Comments NEW CSAH 17 IN 2005 (OLD CR223)2010 RECONSTRUCTION SAP 49-617-05 AND SAP 49-617-06

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

49J61 Structure Number 49J61

0.66 Milepoint 0.66

2010 Year Built 2010

PIKE CREEK Feature Crossed PIKE CREEK

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Barrels 3

14 Culvert Width 14

9 Culvert Height 9

56 Culvert Length 56

344 Area of Waterway Opening 344

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

1.4 * 509993.88 / 60 * 25 *1.1

$327,246

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.4 * 2112 * 45.03 / 20 * 25 $166,431

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.4 * 12356.36 / 60 * 25 $7,208

Page 56: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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

56 * 344 * 15.47 / 100 * 25 *1.15

$85,679

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

$0 + $327,246 + $166,431+ $7,208 + $85,679

$586,564

Page 57: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-617-020

Original Current

LITTLE FALLS Municipality LITTLE FALLS

0.85 Segment Length 0.85

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

LITTLE FALLS CITY LIMITS TOCSAH 52

Termini LITTLE FALLS CITY LIMITS TOCSAH 52

602 Present AADT 602

2013 Year of Count 2013

1.4 Projection Factor 1.4

602 Projected Traffic 602

URBAN Design Type URBAN

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

2011 Latest Year SA funds 2011

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

NEW CSAH 17 IN 2005 (OLD CR223)

Comments NEW CSAH 17 IN 2005 (OLD CR223)

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.85 * 1375701.65 / 60 * 25* 1.15

$560,312

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.85 * 2904 * 45.03 / 15 * 25 $185,253

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.85 * 107006.55 / 60 * 25 $37,898

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $560,312 + $185,253+ $37,898

$783,463

Page 58: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-618-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.1 Segment Length 3.1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

ALONG W CO LINE E TO TH 10 Termini ALONG W CO LINE E TO TH 10

266 Present AADT 266

2013 Year of Count 2013

1.4 Projection Factor 1.4

266 Projected Traffic 266

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 049-618-004 M&OL

2012 SAP 049-618-005 CULVERTLINERS, SHORT RCL

Comments 2013 SAP 049-618-004 M&OL

2012 SAP 049-618-005 CULVERTLINERS, SHORT RCL

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

88060 Structure Number 88060

1.47 Milepoint 1.47

1940 Year Built 1940

STREAM Feature Crossed STREAM

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

10 Culvert Width 10

5 Culvert Height 5

43 Culvert Length 43

50 Area of Waterway Opening 50

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

3.1 * 509993.88 / 60 * 25 *1.1

$724,616

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.1 * 2112 * 45.03 / 20 * 25 $368,526

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.1 * 12356.36 / 60 * 25 $15,960

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

43 * 50 * 15.47 / 100 * 25 *1.15

$9,562

Page 59: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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

$0 + $724,616 + $368,526+ $15,960 + $9,562

$1,118,664

Page 60: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-619-009

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.1 Segment Length 1.1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

ALONG W CO LINE TO 1.10 MI N Termini ALONG W CO LINE TO 1.10 MI N

476 Present AADT 476

2013 Year of Count 2013

1.4 Projection Factor 1.4

476 Projected Traffic 476

RURAL Design Type RURAL

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

2008 Latest Year SA funds 2008

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

SURFACED 2008 UNDER SP 49-619-007, TIED TO SP 77-641-003

Comments SURFACED 2008 UNDER SP 49-619-007, TIED TO SP 77-641-003

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

1.1 * 509993.88 / 60 * 25 *1.1

$257,122

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.1 * 2112 * 45.03 / 20 * 25 $130,767

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.1 * 12356.36 / 60 * 25 $5,663

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $257,122 + $130,767+ $5,663

$393,552

Page 61: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-619-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.5 Segment Length 2.5

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W CO LINE TO CSAH 15 Termini W CO LINE TO CSAH 15

1162 Present AADT 1162

2013 Year of Count 2013

1.4 Projection Factor 1.4

1162 Projected Traffic 1162

RURAL Design Type RURAL

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

1997 Latest Year SA funds 1997

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

2.5 * 509993.88 / 60 * 25 *1.1

$584,368

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.5 * 2112 * 45.03 / 20 * 25 $297,198

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.5 * 12356.36 / 60 * 25 $12,871

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $584,368 + $297,198+ $12,871

$894,437

Page 62: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-619-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.5 Segment Length 0.5

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 15 TO W LIM UPSALA Termini CSAH 15 TO W LIM UPSALA

1750 Present AADT 1750

2013 Year of Count 2013

1.4 Projection Factor 1.4

1750 Projected Traffic 1750

RURAL Design Type RURAL

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

1997 Latest Year SA funds 1997

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.5 * 644333.91 / 60 * 25 *1.1

$147,660

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2376 * 45.03 / 20 * 25 $66,870

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 40855.37 / 60 * 25 $8,512

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $147,660 + $66,870 +$8,512

$223,042

Page 63: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-619-030

Original Current

UPSALA Municipality UPSALA

0.58 Segment Length 0.58

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W LIM UPSALA TO 0.58 MI E Termini W LIM UPSALA TO 0.58 MI E

1750 Present AADT 1750

2013 Year of Count 2013

1.4 Projection Factor 1.4

1750 Projected Traffic 1750

RURAL Design Type RURAL

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

1997 Latest Year SA funds 1997

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.58 * 644333.91 / 60 * 25 *1.1

$171,285

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.58 * 2376 * 45.03 / 20 * 25 $77,569

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.58 * 40855.37 / 60 * 25 $9,873

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $171,285 + $77,569 +$9,873

$258,727

Page 64: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-619-040

Original Current

UPSALA Municipality UPSALA

0.19 Segment Length 0.19

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.58 MI E OF W LIM UPSALA TO TH238

Termini 0.58 MI E OF W LIM UPSALA TO TH238

1750 Present AADT 1750

2013 Year of Count 2013

1.4 Projection Factor 1.4

1750 Projected Traffic 1750

URBAN Design Type URBAN

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

1997 Latest Year SA funds 1997

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.19 * 1375701.65 / 60 * 25* 1.15

$125,246

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.19 * 2904 * 45.03 / 15 * 25 $41,410

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.19 * 107006.55 / 60 * 25 $8,471

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $125,246 + $41,410 +$8,471

$175,127

Page 65: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : MORRISON Segment Nbr : 049-620-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.2 Segment Length 4.2

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

US 10 TO CSAH 3 Termini US 10 TO CSAH 3

714 Present AADT 714

2013 Year of Count 2013

1.4 Projection Factor 1.4

714 Projected Traffic 714

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

THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS

2016 SAP 049-620-005 M&OL

COMBINED SEGMENTS 010,020

Comments 2016 SAP 049-620-005 M&OL

COMBINED SEGMENTS 010,020

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

4558 Structure Number 4558

0.31 Milepoint 0.31

1928 Year Built 1928

BNSF RR Feature Crossed BNSF RR

HWY / R.R. Type of Service HWY / R.R.

5 Number of Spans 5

153 Bridge Length 153

46.2 Bridge Width 46.2

100% Shared Structure 100%

Comments

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

Culvert Information Status: Original

Original Current

614 Structure Number 614

3.342 Milepoint 3.342

1925 Year Built 1925

FISH TRAP CREEK Feature Crossed FISH TRAP CREEK

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

10 Culvert Width 10

6 Culvert Height 6

46 Culvert Length 46

120.00026276 Area of Waterway Opening 120.00026276

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Page 66: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

4.2 * 509993.88 / 60 * 25 *1.1

$981,738

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.2 * 2112 * 45.03 / 20 * 25 $499,293

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.2 * 12356.36 / 60 * 25 $21,624

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

153 * 46.2 * 138 / 80 * 25 *1.15

$350,558

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

46 * 120.00026276 * 15.47 /100 * 25 * 1.15

$24,551

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

$0 + $981,738 + $499,293+ $21,624 + $350,558 +$24,551

$1,877,764

Page 67: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-621-010

Original Current

UPSALA Municipality UPSALA

0.24 Segment Length 0.24

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 238 TO 0.24 MI E Termini TH 238 TO 0.24 MI E

1316 Present AADT 1316

2013 Year of Count 2013

1.4 Projection Factor 1.4

1316 Projected Traffic 1316

URBAN Design Type URBAN

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

1997 Latest Year SA funds 1997

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.24 * 1375701.65 / 60 * 25* 1.15

$158,206

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.24 * 2904 * 45.03 / 15 * 25 $52,307

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.24 * 107006.55 / 60 * 25 $10,701

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $158,206 + $52,307 +$10,701

$221,214

Page 68: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-621-020

Original Current

UPSALA Municipality UPSALA

1.05 Segment Length 1.05

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.24 MI E TH 238 TO E LIM UPSALA Termini 0.24 MI E TH 238 TO E LIM UPSALA

1316 Present AADT 1316

2013 Year of Count 2013

1.4 Projection Factor 1.4

1316 Projected Traffic 1316

RURAL Design Type RURAL

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

1997 Latest Year SA funds 1997

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.05 * 509993.88 / 60 * 25 *1.1

$245,435

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.05 * 2112 * 45.03 / 20 * 25 $124,823

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.05 * 12356.36 / 60 * 25 $5,406

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $245,435 + $124,823+ $5,406

$375,664

Page 69: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-621-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.5 Segment Length 2.5

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

E LIM UPSALA TO CSAH 1 Termini E LIM UPSALA TO CSAH 1

1316 Present AADT 1316

2013 Year of Count 2013

1.4 Projection Factor 1.4

1316 Projected Traffic 1316

RURAL Design Type RURAL

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

1997 Latest Year SA funds 1997

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

49503 Structure Number 49503

2.83 Milepoint 2.83

1964 Year Built 1964

TWO RIVERS Feature Crossed TWO RIVERS

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Spans 3

48.8 Bridge Length 48.8

32.5 Bridge Width 32.5

100% Shared Structure 100%

Comments

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

Culvert Information Status: Original

Original Current

6924 Structure Number 6924

2.35 Milepoint 2.35

1933 Year Built 1933

TWO RIVERS Feature Crossed TWO RIVERS

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

10 Culvert Width 10

6 Culvert Height 6

48 Culvert Length 48

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

Page 70: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

2.5 * 509993.88 / 60 * 25 *1.1

$584,368

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.5 * 2112 * 45.03 / 20 * 25 $297,198

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.5 * 12356.36 / 60 * 25 $12,871

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

48.8 * 32.5 * 152 / 80 * 25 *1.15

$86,635

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

48 * 60.00013138 * 15.47 /100 * 25 * 1.15

$12,809

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

$0 + $584,368 + $297,198+ $12,871 + $86,635 +$12,809

$993,881

Page 71: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-621-040

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4 Segment Length 4

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 1 TO CSAH 24 Termini CSAH 1 TO CSAH 24

1316 Present AADT 1316

2013 Year of Count 2013

1.4 Projection Factor 1.4

1316 Projected Traffic 1316

RURAL Design Type RURAL

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

1997 Latest Year SA funds 1997

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

49513 Structure Number 49513

7.58 Milepoint 7.58

1970 Year Built 1970

S BR TWO RIVERS Feature Crossed S BR TWO RIVERS

STREAM CROSSING Type of Service STREAM CROSSING

4 Number of Spans 4

104.5 Bridge Length 104.5

34.9 Bridge Width 34.9

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

4 * 509993.88 / 60 * 25 * 1.1 $934,989

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4 * 2112 * 45.03 / 20 * 25 $475,517

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4 * 12356.36 / 60 * 25 $20,594

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

104.5 * 34.9 * 152 / 80 * 25* 1.15

$199,220

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

$0 + $934,989 + $475,517+ $20,594 + $199,220

$1,630,320

Page 72: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-621-050

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.7 Segment Length 2.7

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 24 TO CSAH 25 Termini CSAH 24 TO CSAH 25

966 Present AADT 966

2013 Year of Count 2013

1.4 Projection Factor 1.4

966 Projected Traffic 966

RURAL Design Type RURAL

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

1997 Latest Year SA funds 1997

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

2.7 * 509993.88 / 60 * 25 *1.1

$631,117

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.7 * 2112 * 45.03 / 20 * 25 $320,974

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.7 * 12356.36 / 60 * 25 $13,901

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $631,117 + $320,974+ $13,901

$965,992

Page 73: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-621-060

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.5 Segment Length 0.5

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 25 TO 0.5 MI SE Termini CSAH 25 TO 0.5 MI SE

1246 Present AADT 1246

2013 Year of Count 2013

1.4 Projection Factor 1.4

1246 Projected Traffic 1246

RURAL Design Type RURAL

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

1997 Latest Year SA funds 1997

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.5 * 509993.88 / 60 * 25 *1.1

$116,874

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2112 * 45.03 / 20 * 25 $59,440

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 12356.36 / 60 * 25 $2,574

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $116,874 + $59,440 +$2,574

$178,888

Page 74: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-621-070

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.8 Segment Length 3.8

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.5 MI SE OF CSAH 25 TO SO COLINE

Termini 0.5 MI SE OF CSAH 25 TO SO COLINE

1246 Present AADT 1246

2013 Year of Count 2013

1.4 Projection Factor 1.4

1246 Projected Traffic 1246

RURAL Design Type RURAL

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

1997 Latest Year SA funds 1997

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

COMBINED 070,080,090 BECAUSEBRIDGE REPLACEMENT DOESNOT REMOVE NEEDS.

Comments COMBINED 070,080,090 BECAUSEBRIDGE REPLACEMENT DOESNOT REMOVE NEEDS.

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

49J32 Structure Number 49J32

12.81 Milepoint 12.81

2003 Year Built 2003

SPUNK CREEK Feature Crossed SPUNK CREEK

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Barrels 3

12 Culvert Width 12

8 Culvert Height 8

122 Culvert Length 122

250.00018862 Area of Waterway Opening 250.00018862

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

3.8 * 509993.88 / 60 * 25 *1.1

$888,239

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.8 * 2112 * 45.03 / 20 * 25 $451,741

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.8 * 12356.36 / 60 * 25 $19,564

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

122 * 250.00018862 * 15.47/ 100 * 25 * 1.15

$135,653

Page 75: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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

$0 + $888,239 + $451,741+ $19,564 + $135,653

$1,495,197

Page 76: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-622-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

6.2 Segment Length 6.2

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 27 TO TH 10 Termini TH 27 TO TH 10

483 Present AADT 483

2013 Year of Count 2013

1.4 Projection Factor 1.4

483 Projected Traffic 483

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 049-622-004 M&OL

COMBINED 010,020

Comments 2013 SAP 049-622-004 M&OL

COMBINED 010,020

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

6.2 * 509993.88 / 60 * 25 *1.1

$1,449,233

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

6.2 * 2112 * 45.03 / 20 * 25 $737,051

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

6.2 * 12356.36 / 60 * 25 $31,921

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,449,233 + $737,051+ $31,921

$2,218,205

Page 77: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : MORRISON Segment Nbr : 049-623-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3 Segment Length 3

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 39 TO TH 27 Termini CSAH 39 TO TH 27

812 Present AADT 812

2013 Year of Count 2013

1.4 Projection Factor 1.4

812 Projected Traffic 812

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 049-623-011 OL

2015 SAP 049-623-013 OL

Comments 2016 SAP 049-623-011 OL

2015 SAP 049-623-013 OL

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

49J02 Structure Number 49J02

1.03 Milepoint 1.03

1996 Year Built 1996

SKUNK RIVER Feature Crossed SKUNK RIVER

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

14 Culvert Width 14

10 Culvert Height 10

72 Culvert Length 72

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

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

3 * 509993.88 / 60 * 25 * 1.1 $701,242

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3 * 2112 * 45.03 / 20 * 25 $356,638

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3 * 12356.36 / 60 * 25 $15,445

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

72 * 197.99978772 * 15.47 /100 * 25 * 1.15

$63,405

Page 78: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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

$0 + $701,242 + $356,638+ $15,445 + $63,405

$1,136,730

Page 79: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : MORRISON Segment Nbr : 049-623-020

Original Current

LASTRUP Municipality LASTRUP

0.29 Segment Length 0.29

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 27 TO N LIMS LASTRUP Termini TH 27 TO N LIMS LASTRUP

1470 Present AADT 1470

2013 Year of Count 2013

1.4 Projection Factor 1.4

1470 Projected Traffic 1470

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 049-623-011 OL

SAP 49-623-10 RECONSTRUCTIONIN 2001

Comments 2016 SAP 049-623-011 OL

SAP 49-623-10 RECONSTRUCTIONIN 2001

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.29 * 509993.88 / 60 * 25 *1.1

$67,787

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.29 * 2112 * 45.03 / 20 * 25 $34,475

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.29 * 12356.36 / 60 * 25 $1,493

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $67,787 + $34,475 +$1,493

$103,755

Page 80: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : MORRISON Segment Nbr : 049-623-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.8 Segment Length 3.8

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

N LIMS LASTRUP TO CSAH 48 Termini N LIMS LASTRUP TO CSAH 48

609 Present AADT 609

2013 Year of Count 2013

1.4 Projection Factor 1.4

609 Projected Traffic 609

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 049-623-011 OL

SAP 49-623-10 RECONSTRUCTIONIN 2001

Comments 2016 SAP 049-623-011 OL

SAP 49-623-10 RECONSTRUCTIONIN 2001

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 509993.88 / 60 * 25 *1.1

$888,239

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.8 * 2112 * 45.03 / 20 * 25 $451,741

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.8 * 12356.36 / 60 * 25 $19,564

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $888,239 + $451,741+ $19,564

$1,359,544

Page 81: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-623-040

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.7 Segment Length 0.7

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 48 TO S LIM HARDING Termini CSAH 48 TO S LIM HARDING

609 Present AADT 609

2013 Year of Count 2013

1.4 Projection Factor 1.4

609 Projected Traffic 609

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

SAP 49-623-10 RECONSTRUCTIONIN 2001

Comments SAP 49-623-10 RECONSTRUCTIONIN 2001

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation 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 * 509993.88 / 60 * 25 *1.1

$163,623

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.7 * 2112 * 45.03 / 20 * 25 $83,215

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.7 * 12356.36 / 60 * 25 $3,604

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $163,623 + $83,215 +$3,604

$250,442

Page 82: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-623-050

Original Current

HARDING Municipality HARDING

0.25 Segment Length 0.25

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S LIMS HARDING TO CSAH 51 Termini S LIMS HARDING TO CSAH 51

784 Present AADT 784

2013 Year of Count 2013

1.4 Projection Factor 1.4

784 Projected Traffic 784

RURAL Design Type RURAL

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

1999 Latest Year SA funds 1999

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.25 * 509993.88 / 60 * 25 *1.1

$58,437

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.25 * 2112 * 45.03 / 20 * 25 $29,720

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.25 * 12356.36 / 60 * 25 $1,287

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $58,437 + $29,720 +$1,287

$89,444

Page 83: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-623-060

Original Current

HARDING Municipality HARDING

0.5 Segment Length 0.5

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 51 TO N LIMS HARDING Termini CSAH 51 TO N LIMS HARDING

518 Present AADT 518

2013 Year of Count 2013

1.4 Projection Factor 1.4

518 Projected Traffic 518

RURAL Design Type RURAL

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

2001 Latest Year SA funds 2001

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.5 * 509993.88 / 60 * 25 *1.1

$116,874

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2112 * 45.03 / 20 * 25 $59,440

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 12356.36 / 60 * 25 $2,574

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $116,874 + $59,440 +$2,574

$178,888

Page 84: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : MORRISON Segment Nbr : 049-623-070

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.5 Segment Length 2.5

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

N LIMS HARDING TO N CO LINE Termini N LIMS HARDING TO N CO LINE

518 Present AADT 518

2013 Year of Count 2013

1.4 Projection Factor 1.4

518 Projected Traffic 518

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 049-623-001 CULVERTR&R

Comments 2016 SAP 049-623-001 CULVERTR&R

Interchange Override

Segment Override

Culvert Information Status: Revised

Original Current

49J87 Structure Number 49J87

9.87 Milepoint 9.87

2016 Year Built 2016

PLATTE RIVER Feature Crossed PLATTE RIVER

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Barrels 3

10 Culvert Width 10

8 Culvert Height 8

54 Culvert Length 54

220 Area of Waterway Opening 220

100% Shared Structure 100%

2016 SAP 049-623-001 CULVERTR&R, AWW FROM BR LOG

Comments 2016 SAP 049-623-001 CULVERTR&R, AWW FROM BR LOG

1 Culvert Group Code 1

Culvert Information Status: Original

Original Current

88083 Structure Number 88083

8.79 Milepoint 8.79

1947 Year Built 1947

STREAM Feature Crossed STREAM

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

10 Culvert Width 10

4 Culvert Height 4

60 Culvert Length 60

39.99972879 Area of Waterway Opening 39.99972879

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Page 85: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

Computation Factor 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 * 509993.88 / 60 * 25 *1.1

$584,368

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.5 * 2112 * 45.03 / 20 * 25 $297,198

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.5 * 12356.36 / 60 * 25 $12,871

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

54 * 220 * 15.47 / 100 * 25 *1.15

$52,838

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

60 * 39.99972879 * 15.47 /100 * 25 * 1.15

$10,674

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

$0 + $584,368 + $297,198+ $12,871 + $52,838 +$10,674

$957,949

Page 86: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-624-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.5 Segment Length 2.5

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

SO CO LINE TO S LIMS BOWLUS Termini SO CO LINE TO S LIMS BOWLUS

2310 Present AADT 2310

2013 Year of Count 2013

1.4 Projection Factor 1.4

2310 Projected Traffic 2310

RURAL Design Type RURAL

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

2004 Latest Year SA funds 2004

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

RECONST IN 2004 SAP 49-624-03 Comments RECONST IN 2004 SAP 49-624-03

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

91978 Structure Number 91978

2.09 Milepoint 2.09

1978 Year Built 1978

TWO RIVERS Feature Crossed TWO RIVERS

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

14 Culvert Width 14

9 Culvert Height 9

80 Culvert Length 80

199.99972034 Area of Waterway Opening 199.99972034

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

2.5 * 644333.91 / 60 * 25 *1.1

$738,299

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.5 * 2376 * 45.03 / 20 * 25 $334,348

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.5 * 40855.37 / 60 * 25 $42,558

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

80 * 199.99972034 * 15.47 /100 * 25 * 1.15

$71,162

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

$0 + $738,299 + $334,348+ $42,558 + $71,162

$1,186,367

Page 87: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-624-020

Original Current

BOWLUS Municipality BOWLUS

1 Segment Length 1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

SO LIMS BOWLUS TO NO LIMS Termini SO LIMS BOWLUS TO NO LIMS

2310 Present AADT 2310

2013 Year of Count 2013

1.4 Projection Factor 1.4

2310 Projected Traffic 2310

RURAL Design Type RURAL

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

2004 Latest Year SA funds 2004

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

RECONST IN 2004 UNDER SAP 49-624-03

Comments RECONST IN 2004 UNDER SAP 49-624-03

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 644333.91 / 60 * 25 * 1.1 $295,320

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2376 * 45.03 / 20 * 25 $133,739

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 40855.37 / 60 * 25 $17,023

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $295,320 + $133,739+ $17,023

$446,082

Page 88: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-624-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.5 Segment Length 0.5

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

NO LIMS BOWLUS TO TH 238 Termini NO LIMS BOWLUS TO TH 238

2310 Present AADT 2310

2013 Year of Count 2013

1.4 Projection Factor 1.4

2310 Projected Traffic 2310

RURAL Design Type RURAL

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

2004 Latest Year SA funds 2004

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

RECONST IN 2004 UNDER SAP 49-624-03

Comments RECONST IN 2004 UNDER SAP 49-624-03

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation 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 * 644333.91 / 60 * 25 *1.1

$147,660

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2376 * 45.03 / 20 * 25 $66,870

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 40855.37 / 60 * 25 $8,512

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $147,660 + $66,870 +$8,512

$223,042

Page 89: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-625-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.6 Segment Length 1.6

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 21 TO CSAH 26 Termini CSAH 21 TO CSAH 26

574 Present AADT 574

2013 Year of Count 2013

1.4 Projection Factor 1.4

574 Projected Traffic 574

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 049-625-005 OL Comments 2015 SAP 049-625-005 OL

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

92880 Structure Number 92880

1.53 Milepoint 1.53

1971 Year Built 1971

TWO RIVERS Feature Crossed TWO RIVERS

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Barrels 3

14 Culvert Width 14

8 Culvert Height 8

82 Culvert Length 82

246.00032338 Area of Waterway Opening 246.00032338

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.6 * 509993.88 / 60 * 25 *1.1

$373,996

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.6 * 2112 * 45.03 / 20 * 25 $190,207

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.6 * 12356.36 / 60 * 25 $8,238

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

82 * 246.00032338 * 15.47 /100 * 25 * 1.15

$89,718

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

$0 + $373,996 + $190,207+ $8,238 + $89,718

$662,159

Page 90: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-626-010

Original Current

BOWLUS Municipality BOWLUS

0.75 Segment Length 0.75

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 24 TO E LIMS BOWLUS Termini CSAH 24 TO E LIMS BOWLUS

2030 Present AADT 2030

2013 Year of Count 2013

1.4 Projection Factor 1.4

2030 Projected Traffic 2030

RURAL Design Type RURAL

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2013 SP 049-626-027 ER FUNDSSM CULVERTS

2007 OVERLAY SAP 49-626-20

Comments 2013 SP 049-626-027 ER FUNDSSM CULVERTS

2007 OVERLAY SAP 49-626-20

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.75 * 644333.91 / 60 * 25 *1.1

$221,490

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.75 * 2376 * 45.03 / 20 * 25 $100,304

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.75 * 40855.37 / 60 * 25 $12,767

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $221,490 + $100,304+ $12,767

$334,561

Page 91: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-626-020

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

E LIMS BOWLUS TO CSAH 25 Termini E LIMS BOWLUS TO CSAH 25

2030 Present AADT 2030

2013 Year of Count 2013

1.4 Projection Factor 1.4

2030 Projected Traffic 2030

RURAL Design Type RURAL

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

2007 Latest Year SA funds 2007

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2007 OVERLAY SAP 49-626-20 Comments 2007 OVERLAY SAP 49-626-20

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.9 * 644333.91 / 60 * 25 *1.1

$561,107

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.9 * 2376 * 45.03 / 20 * 25 $254,104

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.9 * 40855.37 / 60 * 25 $32,344

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $561,107 + $254,104+ $32,344

$847,555

Page 92: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-626-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.8 Segment Length 2.8

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 25 TO W LIMS ROYALTON Termini CSAH 25 TO W LIMS ROYALTON

2660 Present AADT 2660

2013 Year of Count 2013

1.4 Projection Factor 1.4

2660 Projected Traffic 2660

RURAL Design Type RURAL

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

2007 Latest Year SA funds 2007

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

NEEDS REINSTATEMENT AND2007 OVERLAY SAP 49-626-20

Comments NEEDS REINSTATEMENT AND2007 OVERLAY SAP 49-626-20

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

49528 Structure Number 49528

3.05 Milepoint 3.05

1983 Year Built 1983

MISSISSIPPI RIVER Feature Crossed MISSISSIPPI RIVER

STREAM CROSSING Type of Service STREAM CROSSING

4 Number of Spans 4

420 Bridge Length 420

43.3 Bridge Width 43.3

100% Shared Structure 100%

Comments

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

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

2.8 * 644333.91 / 60 * 25 *1.1

$826,895

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.8 * 2376 * 45.03 / 20 * 25 $374,469

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.8 * 40855.37 / 60 * 25 $47,665

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

420 * 43.3 * 138 / 80 * 25 *1.15

$901,912

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

$0 + $826,895 + $374,469+ $47,665 + $901,912

$2,150,941

Page 93: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-626-040

Original Current

ROYALTON Municipality ROYALTON

0.28 Segment Length 0.28

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W LIMITS ROYALTON TO 0.22 MI WOF TH 10

Termini W LIMITS ROYALTON TO 0.22 MI WOF TH 10

2660 Present AADT 2660

2013 Year of Count 2013

1.4 Projection Factor 1.4

2660 Projected Traffic 2660

RURAL Design Type RURAL

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

2007 Latest Year SA funds 2007

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2007 OVERLAY SAP 49-626-20 Comments 2007 OVERLAY SAP 49-626-20

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.28 * 644333.91 / 60 * 25 *1.1

$82,690

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.28 * 2376 * 45.03 / 20 * 25 $37,447

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.28 * 40855.37 / 60 * 25 $4,766

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $82,690 + $37,447 +$4,766

$124,903

Page 94: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : MORRISON Segment Nbr : 049-626-045

Original Current

ROYALTON Municipality ROYALTON

0.22 Segment Length 0.22

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.22 M W TO TH 10 Termini 0.22 M W TO TH 10

3220 Present AADT 3220

2013 Year of Count 2013

1.4 Projection Factor 1.4

3220 Projected Traffic 3220

URBAN Design Type URBAN

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

1997 Latest Year SA funds 1997

1 Number of Signal Legs 1

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

RailRoadCrossingInformation

Status: Revised

Original Current

BURLINGTON NORTHERN SANTAFE RAILWAY

RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY

097638T USDOT Number 097638T

0.12 Located at Milepoint 0.12

2 Mainline Tracks 2

SIGNALS & GATES Protection Type SIGNALS & GATES

1986 Last Year Protection Upgraded 1986

48 Crossing Length 48

0 Last Year Surfaced 0

100% Percentage of Cost 100%

RAIL DATA SHOWS 2 MAINTRACKS.

Comments RAIL DATA SHOWS 2 MAINTRACKS.

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

0.22 * 1375701.65 / 60 * 25* 1.15

$145,022

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.22 * 2904 * 45.03 / 15 * 25 $47,948

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.22 * 107006.55 / 60 * 25 $9,809

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

325000 / 25 * 25 $325,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

48 * 1350 / 25 * 25 $64,800

Page 95: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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

$35,156 + $145,022 +$47,948 + $9,809 +$325,000 + $64,800

$627,735

Page 96: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-626-050

Original Current

ROYALTON Municipality ROYALTON

0.53 Segment Length 0.53

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 10 TO CO RD 234 Termini TH 10 TO CO RD 234

3220 Present AADT 3220

2013 Year of Count 2013

1.4 Projection Factor 1.4

3220 Projected Traffic 3220

URBAN Design Type URBAN

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

1994 Latest Year SA funds 1994

1 Number of Signal Legs 1

No Special Message Special Message Code No Special Message

REINSTATEMENT Comments REINSTATEMENT

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

49512 Structure Number 49512

6.05 Milepoint 6.05

1970 Year Built 1970

PLATTE RIVER Feature Crossed PLATTE RIVER

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Spans 3

174.8 Bridge Length 174.8

38.1 Bridge Width 38.1

100% Shared Structure 100%

Comments

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

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.53 * 1375701.65 / 60 * 25* 1.15

$349,371

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.53 * 2904 * 45.03 / 15 * 25 $115,511

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.53 * 107006.55 / 60 * 25 $23,631

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

174.8 * 38.1 * 138 / 80 * 25* 1.15

$330,288

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

$35,156 + $349,371 +$115,511 + $23,631 +$330,288

$853,957

Page 97: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-626-060

Original Current

ROYALTON Municipality ROYALTON

0.24 Segment Length 0.24

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CO RD 234 TO E LIM ROYALTON Termini CO RD 234 TO E LIM ROYALTON

1540 Present AADT 1540

2013 Year of Count 2013

1.4 Projection Factor 1.4

1540 Projected Traffic 1540

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

0.24 * 644333.91 / 60 * 25 *1.1

$70,877

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.24 * 2376 * 45.03 / 20 * 25 $32,097

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.24 * 40855.37 / 60 * 25 $4,086

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $70,877 + $32,097 +$4,086

$107,060

Page 98: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-626-070

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

9 Segment Length 9

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

E LIM ROYALTON TO TH 25 Termini E LIM ROYALTON TO TH 25

1540 Present AADT 1540

2013 Year of Count 2013

1.4 Projection Factor 1.4

1540 Projected Traffic 1540

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

Culvert Information Status: Original

Original Current

7343 Structure Number 7343

10.24 Milepoint 10.24

1936 Year Built 1936

LITTLE ROCK CREEK Feature Crossed LITTLE ROCK CREEK

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Barrels 3

10 Culvert Width 10

8 Culvert Height 8

44 Culvert Length 44

240.00052552 Area of Waterway Opening 240.00052552

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

9 * 644333.91 / 60 * 25 * 1.1 $2,657,877

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

9 * 2376 * 45.03 / 20 * 25 $1,203,652

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

9 * 40855.37 / 60 * 25 $153,208

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

44 * 240.00052552 * 15.47 /100 * 25 * 1.15

$46,967

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

$0 + $2,657,877 +$1,203,652 + $153,208 +$46,967

$4,061,704

Page 99: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-626-080

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

11.5 Segment Length 11.5

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 25 TO CSAH 33 Termini TH 25 TO CSAH 33

679 Present AADT 679

2013 Year of Count 2013

1.4 Projection Factor 1.4

679 Projected Traffic 679

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 049-626-022 OVERLAY2014 SAP 049-626-021 SMCULVERTS AND TURN LANES

Comments 2014 SAP 049-626-022 OVERLAY2014 SAP 049-626-021 SMCULVERTS AND TURN LANES

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

49J76 Structure Number 49J76

16.08 Milepoint 16.08

2014 Year Built 2014

BUNKER HILL CREEK Feature Crossed BUNKER HILL CREEK

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

10 Culvert Width 10

5 Culvert Height 5

52 Culvert Length 52

50 Area of Waterway Opening 50

100% Shared Structure 100%

2014 SAP 049-626-021 RECONSTW/ BR# 49J76

Comments 2014 SAP 049-626-021 RECONSTW/ BR# 49J76

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

11.5 * 509993.88 / 60 * 25 *1.1

$2,688,093

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

11.5 * 2112 * 45.03 / 20 * 25 $1,367,111

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

11.5 * 12356.36 / 60 * 25 $59,208

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

52 * 50 * 15.47 / 100 * 25 *1.15

$11,564

Page 100: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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

$0 + $2,688,093 +$1,367,111 + $59,208 +$11,564

$4,125,976

Page 101: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-627-010

Original Current

ROYALTON Municipality ROYALTON

1.08 Segment Length 1.08

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 26 TO NORTH LIMITROYALTON

Termini CSAH 26 TO NORTH LIMITROYALTON

1820 Present AADT 1820

2013 Year of Count 2013

1.4 Projection Factor 1.4

1820 Projected Traffic 1820

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

2007 OVERLAY SAP 49-627-06 Comments 2007 OVERLAY SAP 49-627-06

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.08 * 1375701.65 / 60 * 25* 1.15

$711,926

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.08 * 2904 * 45.03 / 15 * 25 $235,381

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.08 * 107006.55 / 60 * 25 $48,153

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $711,926 + $235,381+ $48,153

$995,460

Page 102: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-627-015

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.3 Segment Length 0.3

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

N LIMS TO 0.30 MI N Termini N LIMS TO 0.30 MI N

581 Present AADT 581

2013 Year of Count 2013

1.4 Projection Factor 1.4

581 Projected Traffic 581

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

2007 OVERLAY SAP 49-627-06 Comments 2007 OVERLAY SAP 49-627-06

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

49534 Structure Number 49534

1.11 Milepoint 1.11

1985 Year Built 1985

PLATTE RIVER Feature Crossed PLATTE RIVER

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Spans 3

150 Bridge Length 150

34 Bridge Width 34

100% Shared Structure 100%

Comments

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

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.3 * 1375701.65 / 60 * 25 *1.15

$197,757

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2904 * 45.03 / 15 * 25 $65,384

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 107006.55 / 60 * 25 $13,376

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

150 * 34 * 138 / 80 * 25 *1.15

$252,928

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

$0 + $197,757 + $65,384 +$13,376 + $252,928

$529,445

Page 103: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-627-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.3 Segment Length 0.3

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.30 MI TO 0.60 MI N OF N LIMSROYALTON

Termini 0.30 MI TO 0.60 MI N OF N LIMSROYALTON

581 Present AADT 581

2013 Year of Count 2013

1.4 Projection Factor 1.4

581 Projected Traffic 581

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

2007 OVERLAY SAP 49-627-06 Comments 2007 OVERLAY SAP 49-627-06

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.3 * 1375701.65 / 60 * 25 *1.15

$197,757

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2904 * 45.03 / 15 * 25 $65,384

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 107006.55 / 60 * 25 $13,376

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $197,757 + $65,384 +$13,376

$276,517

Page 104: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-627-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.7 Segment Length 3.7

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.60 MI N OF N LIM ROYALTON TOCSAH 34

Termini 0.60 MI N OF N LIM ROYALTON TOCSAH 34

581 Present AADT 581

2013 Year of Count 2013

1.4 Projection Factor 1.4

581 Projected Traffic 581

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

2007 OVERLAY SAP 49-627-06 Comments 2007 OVERLAY SAP 49-627-06

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

3.7 * 509993.88 / 60 * 25 *1.1

$864,865

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.7 * 2112 * 45.03 / 20 * 25 $439,853

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.7 * 12356.36 / 60 * 25 $19,049

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $864,865 + $439,853+ $19,049

$1,323,767

Page 105: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-628-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.3 Segment Length 0.3

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W CO LINE TO TH 10 Termini W CO LINE TO TH 10

623 Present AADT 623

2013 Year of Count 2013

1.4 Projection Factor 1.4

623 Projected Traffic 623

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 049-628-005 M&OL Comments 2012 SAP 049-628-005 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 * 509993.88 / 60 * 25 *1.1

$70,124

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2112 * 45.03 / 20 * 25 $35,664

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 12356.36 / 60 * 25 $1,545

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $70,124 + $35,664 +$1,545

$107,333

Page 106: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-628-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.3 Segment Length 3.3

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 10 TO CSAH 2 Termini TH 10 TO CSAH 2

686 Present AADT 686

2013 Year of Count 2013

1.4 Projection Factor 1.4

686 Projected Traffic 686

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

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

3.3 * 509993.88 / 60 * 25 *1.1

$771,366

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.3 * 2112 * 45.03 / 20 * 25 $392,301

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.3 * 12356.36 / 60 * 25 $16,990

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $771,366 + $392,301+ $16,990

$1,180,657

Page 107: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-628-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.7 Segment Length 5.7

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 2 TO CSAH 1 Termini CSAH 2 TO CSAH 1

490 Present AADT 490

2013 Year of Count 2013

1.4 Projection Factor 1.4

490 Projected Traffic 490

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

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

5.7 * 509993.88 / 60 * 25 *1.1

$1,332,359

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.7 * 2112 * 45.03 / 20 * 25 $677,611

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.7 * 12356.36 / 60 * 25 $29,346

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,332,359 + $677,611+ $29,346

$2,039,316

Page 108: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-629-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1 Segment Length 1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

SOUTH COUNTY LINE TO CSAH 26 Termini SOUTH COUNTY LINE TO CSAH 26

224 Present AADT 224

2013 Year of Count 2013

1.4 Projection Factor 1.4

224 Projected Traffic 224

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 049-629-005 M&OL2014 SAP 049-629-004 CULVERTTAPERS

Comments 2014 SAP 049-629-005 M&OL2014 SAP 049-629-004 CULVERTTAPERS

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 509993.88 / 60 * 25 * 1.1 $233,747

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 45.03 / 20 * 25 $118,879

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 12356.36 / 60 * 25 $5,148

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $233,747 + $118,879+ $5,148

$357,774

Page 109: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-630-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.8 Segment Length 0.8

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

SO CO LINE TO CSAH 26 Termini SO CO LINE TO CSAH 26

784 Present AADT 784

2013 Year of Count 2013

1.4 Projection Factor 1.4

784 Projected Traffic 784

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 049-630-005 M&OL2014 SAP 049-630-004 CULVERTTAPER

Comments 2014 SAP 049-630-005 M&OL2014 SAP 049-630-004 CULVERTTAPER

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation 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 * 509993.88 / 60 * 25 *1.1

$186,998

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.8 * 2112 * 45.03 / 20 * 25 $95,103

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.8 * 12356.36 / 60 * 25 $4,119

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $186,998 + $95,103 +$4,119

$286,220

Page 110: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-631-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3 Segment Length 3

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 27 TO 3.0 MI N ALONG W COLINE

Termini TH 27 TO 3.0 MI N ALONG W COLINE

399 Present AADT 399

2013 Year of Count 2013

1.4 Projection Factor 1.4

399 Projected Traffic 399

RURAL Design Type RURAL

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

1992 Latest Year SA funds 1992

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

3 * 509993.88 / 60 * 25 * 1.1 $701,242

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3 * 2112 * 45.03 / 20 * 25 $356,638

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3 * 12356.36 / 60 * 25 $15,445

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $701,242 + $356,638+ $15,445

$1,073,325

Page 111: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-632-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.1 Segment Length 4.1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 33 TO E CO LINE Termini CSAH 33 TO E CO LINE

434 Present AADT 434

2013 Year of Count 2013

1.4 Projection Factor 1.4

434 Projected Traffic 434

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 049-632-004 M&OL

2012 SAP 049-632-005 BR 49J63

Comments 2014 SAP 049-632-004 M&OL

2012 SAP 049-632-005 BR 49J63

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

49J32 Structure Number 49J32

3.82 Milepoint 3.82

2010 Year Built 2010

TIBBETTS BROOK Feature Crossed TIBBETTS BROOK

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

12 Culvert Width 12

7 Culvert Height 7

54 Culvert Length 54

164 Area of Waterway Opening 164

100% Shared Structure 100%

2012 SAP 049-632-005 BR 49J63 Comments 2012 SAP 049-632-005 BR 49J63

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

4.1 * 509993.88 / 60 * 25 *1.1

$958,363

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.1 * 2112 * 45.03 / 20 * 25 $487,405

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.1 * 12356.36 / 60 * 25 $21,109

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

54 * 164 * 15.47 / 100 * 25 *1.15

$39,388

Page 112: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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

$0 + $958,363 + $487,405+ $21,109 + $39,388

$1,506,265

Page 113: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-633-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

8 Segment Length 8

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S CO LINE TO 4 MI S OF CSAH 39 Termini S CO LINE TO 4 MI S OF CSAH 39

714 Present AADT 714

2013 Year of Count 2013

1.4 Projection Factor 1.4

714 Projected Traffic 714

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 049-633-009 3 NEWCULVERT, 49J79, 49J80, 49J81

Comments 2015 SAP 049-633-009 3 NEWCULVERT, 49J79, 49J80, 49J81

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

49J26 Structure Number 49J26

7.29 Milepoint 7.29

2002 Year Built 2002

W Br Rum River Feature Crossed W Br Rum River

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

8 Culvert Width 8

5 Culvert Height 5

90 Culvert Length 90

80.00053397 Area of Waterway Opening 80.00053397

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Culvert Information Status: Original

Original Current

91977 Structure Number 91977

3.81 Milepoint 3.81

1978 Year Built 1978

W BR RUM RIVER Feature Crossed W BR RUM RIVER

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Barrels 3

12 Culvert Width 12

8 Culvert Height 8

60 Culvert Length 60

197.99978772 Area of Waterway Opening 197.99978772

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Culvert Information Status: Original

Original Current

49J80 Structure Number 49J80

Page 114: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

0.548 Milepoint 0.548

2015 Year Built 2015

Unnamed Stream Feature Crossed Unnamed Stream

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

12 Culvert Width 12

6 Culvert Height 6

52 Culvert Length 52

72 Area of Waterway Opening 72

100% Shared Structure 100%

2015 SAP 049-633-009 3 NEWCULVERT, 49J79, 49J80, 49J81

Comments 2015 SAP 049-633-009 3 NEWCULVERT, 49J79, 49J80, 49J81

1 Culvert Group Code 1

Culvert Information Status: Original

Original Current

49J81 Structure Number 49J81

3.049 Milepoint 3.049

2015 Year Built 2015

Unnamed Stream Feature Crossed Unnamed Stream

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

10 Culvert Width 10

4 Culvert Height 4

56 Culvert Length 56

40 Area of Waterway Opening 40

100% Shared Structure 100%

2015 SAP 049-633-009 3 NEWCULVERT, 49J79, 49J80, 49J81

Comments 2015 SAP 049-633-009 3 NEWCULVERT, 49J79, 49J80, 49J81

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

8 * 509993.88 / 60 * 25 * 1.1 $1,869,978

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

8 * 2112 * 45.03 / 20 * 25 $951,034

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

8 * 12356.36 / 60 * 25 $41,188

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

90 * 80.00053397 * 15.47 /100 * 25 * 1.15

$32,023

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

60 * 197.99978772 * 15.47 /100 * 25 * 1.15

$52,838

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

52 * 72 * 15.47 / 100 * 25 *1.15

$16,652

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

56 * 40 * 15.47 / 100 * 25 *1.15

$9,963

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

$0 + $1,869,978 + $951,034+ $41,188 + $32,023 +$52,838 + $16,652 + $9,963

$2,973,676

Page 115: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-633-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4 Segment Length 4

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

4.0 MI S TO CSAH 39 Termini 4.0 MI S TO CSAH 39

714 Present AADT 714

2013 Year of Count 2013

1.4 Projection Factor 1.4

714 Projected Traffic 714

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 049-633-009 3 NEWCULVERT, 49J79, 49J80, 49J81

Comments 2015 SAP 049-633-009 3 NEWCULVERT, 49J79, 49J80, 49J81

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

49J79 Structure Number 49J79

8.8 Milepoint 8.8

2015 Year Built 2015

W BR RUM RIVER Feature Crossed W BR RUM RIVER

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

10 Culvert Width 10

5 Culvert Height 5

56 Culvert Length 56

50 Area of Waterway Opening 50

100% Shared Structure 100%

2015 SAP 049-633-009 3 NEWCULVERT, 49J79, 49J80, 49J81

Comments 2015 SAP 049-633-009 3 NEWCULVERT, 49J79, 49J80, 49J81

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 * 509993.88 / 60 * 25 * 1.1 $934,989

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4 * 2112 * 45.03 / 20 * 25 $475,517

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4 * 12356.36 / 60 * 25 $20,594

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

56 * 50 * 15.47 / 100 * 25 *1.15

$12,453

Page 116: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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

$0 + $934,989 + $475,517+ $20,594 + $12,453

$1,443,553

Page 117: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-634-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.5 Segment Length 4.5

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 10 TO CSAH 35 Termini TH 10 TO CSAH 35

770 Present AADT 770

2013 Year of Count 2013

1.4 Projection Factor 1.4

770 Projected Traffic 770

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

Bridge Information Status: Original

Original Current

49526 Structure Number 49526

2.91 Milepoint 2.91

1981 Year Built 1981

PLATTE RIVER Feature Crossed PLATTE RIVER

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Spans 3

137.3 Bridge Length 137.3

35 Bridge Width 35

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 * 509993.88 / 60 * 25 *1.1

$1,051,862

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.5 * 2112 * 45.03 / 20 * 25 $534,956

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.5 * 12356.36 / 60 * 25 $23,168

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

137.3 * 35 * 152 / 80 * 25 *1.15

$262,500

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

$0 + $1,051,862 + $534,956+ $23,168 + $262,500

$1,872,486

Page 118: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-634-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1 Segment Length 1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 35 TO CSAH 53 Termini CSAH 35 TO CSAH 53

966 Present AADT 966

2013 Year of Count 2013

1.4 Projection Factor 1.4

966 Projected Traffic 966

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

1 * 509993.88 / 60 * 25 * 1.1 $233,747

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 45.03 / 20 * 25 $118,879

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 12356.36 / 60 * 25 $5,148

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $233,747 + $118,879+ $5,148

$357,774

Page 119: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-634-021

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.2 Segment Length 4.2

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 53 TO 4.2 MI E Termini CSAH 53 TO 4.2 MI E

1176 Present AADT 1176

2013 Year of Count 2013

1.4 Projection Factor 1.4

1176 Projected Traffic 1176

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

Culvert Information Status: Original

Original Current

88073 Structure Number 88073

9.42 Milepoint 9.42

1937 Year Built 1937

KUNTZ CREEK Feature Crossed KUNTZ CREEK

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

10 Culvert Width 10

5 Culvert Height 5

56 Culvert Length 56

50 Area of Waterway Opening 50

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Culvert Information Status: Original

Original Current

88074 Structure Number 88074

9.53 Milepoint 9.53

1937 Year Built 1937

KUNTZ CREEK Feature Crossed KUNTZ CREEK

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

10 Culvert Width 10

5 Culvert Height 5

68 Culvert Length 68

50 Area of Waterway Opening 50

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Culvert Information Status: Original

Original Current

95179 Structure Number 95179

6.95 Milepoint 6.95

Page 120: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

1980 Year Built 1980

BUCKMAN CREEK Feature Crossed BUCKMAN CREEK

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

12 Culvert Width 12

8 Culvert Height 8

60 Culvert Length 60

131.99985848 Area of Waterway Opening 131.99985848

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

4.2 * 509993.88 / 60 * 25 *1.1

$981,738

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.2 * 2112 * 45.03 / 20 * 25 $499,293

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.2 * 12356.36 / 60 * 25 $21,624

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

56 * 50 * 15.47 / 100 * 25 *1.15

$12,453

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

68 * 50 * 15.47 / 100 * 25 *1.15

$15,122

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

60 * 131.99985848 * 15.47 /100 * 25 * 1.15

$35,225

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

$0 + $981,738 + $499,293+ $21,624 + $12,453 +$15,122 + $35,225

$1,565,455

Page 121: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-634-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.5 Segment Length 1.5

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

4.2 MI E OF CSAH 53 TO W LIM OFBUCKMAN

Termini 4.2 MI E OF CSAH 53 TO W LIM OFBUCKMAN

1176 Present AADT 1176

2013 Year of Count 2013

1.4 Projection Factor 1.4

1176 Projected Traffic 1176

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

1.5 * 509993.88 / 60 * 25 *1.1

$350,621

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.5 * 2112 * 45.03 / 20 * 25 $178,319

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.5 * 12356.36 / 60 * 25 $7,723

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $350,621 + $178,319+ $7,723

$536,663

Page 122: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-634-040

Original Current

BUCKMAN Municipality BUCKMAN

0.19 Segment Length 0.19

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W LIM BUCKMAN TO 0.3 MI W OFTH 25

Termini W LIM BUCKMAN TO 0.3 MI W OFTH 25

1050 Present AADT 1050

2013 Year of Count 2013

1.4 Projection Factor 1.4

1050 Projected Traffic 1050

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

0.19 * 509993.88 / 60 * 25 *1.1

$44,412

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.19 * 2112 * 45.03 / 20 * 25 $22,587

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.19 * 12356.36 / 60 * 25 $978

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $44,412 + $22,587 +$978

$67,977

Page 123: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-634-050

Original Current

BUCKMAN Municipality BUCKMAN

0.7 Segment Length 0.7

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.3 MI W OF TH 25 TO 0.4 MI E OFTH 25

Termini 0.3 MI W OF TH 25 TO 0.4 MI E OFTH 25

1260 Present AADT 1260

2013 Year of Count 2013

1.4 Projection Factor 1.4

1260 Projected Traffic 1260

URBAN Design Type URBAN

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

1998 Latest Year SA funds 1998

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

COMBINED SEGMENTS 041 & 050IN 2005NEEDS REINSTATEMENT IN 2009

Comments COMBINED SEGMENTS 041 & 050IN 2005NEEDS REINSTATEMENT IN 2009

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

88075 Structure Number 88075

12.01 Milepoint 12.01

1940 Year Built 1940

BUCKMAN CREEK Feature Crossed BUCKMAN CREEK

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

7 Culvert Width 7

5 Culvert Height 5

60 Culvert Length 60

69.99979448 Area of Waterway Opening 69.99979448

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.7 * 1375701.65 / 60 * 25 *1.15

$461,433

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.7 * 2904 * 45.03 / 15 * 25 $152,562

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.7 * 107006.55 / 60 * 25 $31,210

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

60 * 69.99979448 * 15.47 /100 * 25 * 1.15

$18,680

Page 124: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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

$0 + $461,433 + $152,562+ $31,210 + $18,680

$663,885

Page 125: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-634-060

Original Current

BUCKMAN Municipality BUCKMAN

0.1 Segment Length 0.1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.4 MI E OF TH 25 TO E LIMBUCKMAN

Termini 0.4 MI E OF TH 25 TO E LIMBUCKMAN

1260 Present AADT 1260

2013 Year of Count 2013

1.4 Projection Factor 1.4

1260 Projected Traffic 1260

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

0.1 * 509993.88 / 60 * 25 *1.1

$23,375

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.1 * 2112 * 45.03 / 20 * 25 $11,888

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.1 * 12356.36 / 60 * 25 $515

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $23,375 + $11,888 +$515

$35,778

Page 126: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-634-070

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3.8 Segment Length 3.8

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

E LIM BUCKMAN TO CSAH 37 Termini E LIM BUCKMAN TO CSAH 37

1260 Present AADT 1260

2013 Year of Count 2013

1.4 Projection Factor 1.4

1260 Projected Traffic 1260

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

3.8 * 509993.88 / 60 * 25 *1.1

$888,239

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3.8 * 2112 * 45.03 / 20 * 25 $451,741

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3.8 * 12356.36 / 60 * 25 $19,564

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $888,239 + $451,741+ $19,564

$1,359,544

Page 127: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-634-080

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

7.4 Segment Length 7.4

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 37 TO CSAH 33 Termini CSAH 37 TO CSAH 33

441 Present AADT 441

2013 Year of Count 2013

1.4 Projection Factor 1.4

441 Projected Traffic 441

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 SP 049-634-012 SMCULVERTS

Comments 2013 SP 049-634-012 SMCULVERTS

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

92472 Structure Number 92472

23.03 Milepoint 23.03

1966 Year Built 1966

W BR RUM RIVER Feature Crossed W BR RUM RIVER

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Barrels 3

5 Culvert Width 5

5 Culvert Height 5

48 Culvert Length 48

74.99962603 Area of Waterway Opening 74.99962603

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

7.4 * 509993.88 / 60 * 25 *1.1

$1,729,729

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

7.4 * 2112 * 45.03 / 20 * 25 $879,706

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

7.4 * 12356.36 / 60 * 25 $38,099

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

48 * 74.99962603 * 15.47 /100 * 25 * 1.15

$16,011

Page 128: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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

$0 + $1,729,729 + $879,706+ $38,099 + $16,011

$2,663,545

Page 129: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-635-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.5 Segment Length 0.5

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 10 TO 0.50 MI E Termini TH 10 TO 0.50 MI E

1820 Present AADT 1820

2013 Year of Count 2013

1.4 Projection Factor 1.4

1820 Projected Traffic 1820

RURAL Design Type RURAL

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

2011 Latest Year SA funds 2011

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation 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 * 644333.91 / 60 * 25 *1.1

$147,660

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2376 * 45.03 / 20 * 25 $66,870

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 40855.37 / 60 * 25 $8,512

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $147,660 + $66,870 +$8,512

$223,042

Page 130: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-635-011

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

6 Segment Length 6

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.5 MI E TO 6.5 MI E OF TH 10 Termini 0.5 MI E TO 6.5 MI E OF TH 10

1820 Present AADT 1820

2013 Year of Count 2013

1.4 Projection Factor 1.4

1820 Projected Traffic 1820

RURAL Design Type RURAL

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

2011 Latest Year SA funds 2011

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

49510 Structure Number 49510

4.78 Milepoint 4.78

1967 Year Built 1967

PLATTE RIVER Feature Crossed PLATTE RIVER

STREAM CROSSING Type of Service STREAM CROSSING

5 Number of Spans 5

200 Bridge Length 200

32 Bridge Width 32

100% Shared Structure 100%

Comments

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

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

6 * 644333.91 / 60 * 25 * 1.1 $1,771,918

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

6 * 2376 * 45.03 / 20 * 25 $802,435

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

6 * 40855.37 / 60 * 25 $102,138

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

200 * 32 * 138 / 80 * 25 *1.15

$317,400

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

$0 + $1,771,918 + $802,435+ $102,138 + $317,400

$2,993,891

Page 131: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-635-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.2 Segment Length 1.2

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

6.5 MI E OF TH 10 TO CSAH 34 Termini 6.5 MI E OF TH 10 TO CSAH 34

448 Present AADT 448

2013 Year of Count 2013

1.4 Projection Factor 1.4

448 Projected Traffic 448

RURAL Design Type RURAL

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

2011 Latest Year SA funds 2011

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 509993.88 / 60 * 25 *1.1

$280,497

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.2 * 2112 * 45.03 / 20 * 25 $142,655

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.2 * 12356.36 / 60 * 25 $6,178

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $280,497 + $142,655+ $6,178

$429,330

Page 132: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-636-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

6.2 Segment Length 6.2

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 34 TO TH 27 Termini CSAH 34 TO TH 27

679 Present AADT 679

2013 Year of Count 2013

1.4 Projection Factor 1.4

679 Projected Traffic 679

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 049-636-006 TB&OL Comments 2014 SAP 049-636-006 TB&OL

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

49532 Structure Number 49532

3.03 Milepoint 3.03

1989 Year Built 1989

SKUNK RIVER Feature Crossed SKUNK RIVER

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Spans 3

112.8 Bridge Length 112.8

34 Bridge Width 34

100% Shared Structure 100%

Comments

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

Culvert Information Status: Original

Original Current

92632 Structure Number 92632

5.76 Milepoint 5.76

1969 Year Built 1969

Pierz Lake Channel Feature Crossed Pierz Lake Channel

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

12 Culvert Width 12

8 Culvert Height 8

66 Culvert Length 66

132 Area of Waterway Opening 132

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

Page 133: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

6.2 * 509993.88 / 60 * 25 *1.1

$1,449,233

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

6.2 * 2112 * 45.03 / 20 * 25 $737,051

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

6.2 * 12356.36 / 60 * 25 $31,921

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

112.8 * 34 * 152 / 80 * 25 *1.15

$209,498

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

66 * 132 * 15.47 / 100 * 25 *1.15

$38,748

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

$0 + $1,449,233 + $737,051+ $31,921 + $209,498 +$38,748

$2,466,451

Page 134: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-637-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.1 Segment Length 4.1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 26 TO CSAH 34 Termini CSAH 26 TO CSAH 34

385 Present AADT 385

2013 Year of Count 2013

1.4 Projection Factor 1.4

385 Projected Traffic 385

RURAL Design Type RURAL

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

2011 Latest Year SA funds 2011

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2011 SAP 049-637-010 M&OL Comments 2011 SAP 049-637-010 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

4.1 * 509993.88 / 60 * 25 *1.1

$958,363

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.1 * 2112 * 45.03 / 20 * 25 $487,405

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.1 * 12356.36 / 60 * 25 $21,109

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $958,363 + $487,405+ $21,109

$1,466,877

Page 135: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-637-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.4 Segment Length 4.4

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 34 TO CSAH 38 Termini CSAH 34 TO CSAH 38

385 Present AADT 385

2013 Year of Count 2013

1.4 Projection Factor 1.4

385 Projected Traffic 385

RURAL Design Type RURAL

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

2011 Latest Year SA funds 2011

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2011 SAP 049-637-010 M&OL Comments 2011 SAP 049-637-010 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

4.4 * 509993.88 / 60 * 25 *1.1

$1,028,488

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.4 * 2112 * 45.03 / 20 * 25 $523,068

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.4 * 12356.36 / 60 * 25 $22,653

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,028,488 + $523,068+ $22,653

$1,574,209

Page 136: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-637-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2 Segment Length 2

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 38 TO CSAH 39 Termini CSAH 38 TO CSAH 39

441 Present AADT 441

2013 Year of Count 2013

1.4 Projection Factor 1.4

441 Projected Traffic 441

RURAL Design Type RURAL

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

2011 Latest Year SA funds 2011

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

2011 SAP 049-637-010 M&OL Comments 2011 SAP 049-637-010 M&OL

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

49J21 Structure Number 49J21

9.84 Milepoint 9.84

2000 Year Built 2000

HILLMAN CREEK Feature Crossed HILLMAN CREEK

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Barrels 3

14 Culvert Width 14

9 Culvert Height 9

54 Culvert Length 54

263.99971696 Area of Waterway Opening 263.99971696

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 * 509993.88 / 60 * 25 * 1.1 $467,494

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2 * 2112 * 45.03 / 20 * 25 $237,758

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2 * 12356.36 / 60 * 25 $10,297

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

54 * 263.99971696 * 15.47 /100 * 25 * 1.15

$63,405

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

$0 + $467,494 + $237,758+ $10,297 + $63,405

$778,954

Page 137: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-638-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.8 Segment Length 5.8

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 25 TO CASH 37 Termini TH 25 TO CASH 37

203 Present AADT 203

2013 Year of Count 2013

1.4 Projection Factor 1.4

203 Projected Traffic 203

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

2008 SURFACED UNDER SAP 49-638-009

Comments 2008 SURFACED UNDER SAP 49-638-009

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

49533 Structure Number 49533

0.07 Milepoint 0.07

1989 Year Built 1989

SKUNK RIVER Feature Crossed SKUNK RIVER

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Spans 3

90 Bridge Length 90

34 Bridge Width 34

100% Shared Structure 100%

Comments

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

Culvert Information Status: Original

Original Current

96489 Structure Number 96489

3.16 Milepoint 3.16

1989 Year Built 1989

STREAM Feature Crossed STREAM

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

12 Culvert Width 12

5 Culvert Height 5

54 Culvert Length 54

58 Area of Waterway Opening 58

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Page 138: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

5.8 * 509993.88 / 60 * 25 *1.1

$1,355,734

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.8 * 2112 * 45.03 / 20 * 25 $689,499

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.8 * 12356.36 / 60 * 25 $29,861

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

90 * 34 * 152 / 80 * 25 *1.15

$167,153

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

54 * 58 * 15.47 / 100 * 25 *1.15

$13,930

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

$0 + $1,355,734 + $689,499+ $29,861 + $167,153 +$13,930

$2,256,177

Page 139: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-639-010

Original Current

PIERZ Municipality PIERZ

0.12 Segment Length 0.12

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 25 TO 0.12 MI E Termini TH 25 TO 0.12 MI E

2660 Present AADT 2660

2013 Year of Count 2013

1.4 Projection Factor 1.4

2660 Projected Traffic 2660

URBAN Design Type URBAN

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

1998 Latest Year SA funds 1998

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

NEEDS REINSTATEMENT Comments NEEDS REINSTATEMENT

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.12 * 1375701.65 / 60 * 25* 1.15

$79,103

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.12 * 2904 * 45.03 / 15 * 25 $26,153

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.12 * 107006.55 / 60 * 25 $5,350

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $79,103 + $26,153 +$5,350

$110,606

Page 140: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-639-020

Original Current

PIERZ Municipality PIERZ

0.24 Segment Length 0.24

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.12 MI E TO 0.36 MI E TH 25 Termini 0.12 MI E TO 0.36 MI E TH 25

2660 Present AADT 2660

2013 Year of Count 2013

1.4 Projection Factor 1.4

2660 Projected Traffic 2660

URBAN Design Type URBAN

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

1998 Latest Year SA funds 1998

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

NEEDS REINSTATEMENT Comments NEEDS REINSTATEMENT

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.24 * 1375701.65 / 60 * 25* 1.15

$158,206

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.24 * 2904 * 45.03 / 15 * 25 $52,307

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.24 * 107006.55 / 60 * 25 $10,701

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $158,206 + $52,307 +$10,701

$221,214

Page 141: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-639-030

Original Current

PIERZ Municipality PIERZ

0.19 Segment Length 0.19

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.36 MI E TH 25 TO E LIM PIERZ Termini 0.36 MI E TH 25 TO E LIM PIERZ

2660 Present AADT 2660

2013 Year of Count 2013

1.4 Projection Factor 1.4

2660 Projected Traffic 2660

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

NEEDS REINSTATEMENT Comments NEEDS REINSTATEMENT

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation 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 * 644333.91 / 60 * 25 *1.1

$56,111

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.19 * 2376 * 45.03 / 20 * 25 $25,410

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.19 * 40855.37 / 60 * 25 $3,234

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $56,111 + $25,410 +$3,234

$84,755

Page 142: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-639-040

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

14.6 Segment Length 14.6

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

E LIM PIERZ TO 3 MI E OF CSAH 33 Termini E LIM PIERZ TO 3 MI E OF CSAH 33

2660 Present AADT 2660

2013 Year of Count 2013

1.4 Projection Factor 1.4

2660 Projected Traffic 2660

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

COMBINED SEGMENTS 040 - 080IN 2005

Comments COMBINED SEGMENTS 040 - 080IN 2005

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

49J09 Structure Number 49J09

1.14 Milepoint 1.14

1999 Year Built 1999

SKUNK RIVER Feature Crossed SKUNK RIVER

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Barrels 3

14 Culvert Width 14

9 Culvert Height 9

80 Culvert Length 80

297.99964789 Area of Waterway Opening 297.99964789

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Culvert Information Status: Original

Original Current

49J10 Structure Number 49J10

6.2 Milepoint 6.2

1999 Year Built 1999

HILLMAN CREEK Feature Crossed HILLMAN CREEK

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

14 Culvert Width 14

9 Culvert Height 9

92 Culvert Length 92

198.99975403 Area of Waterway Opening 198.99975403

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Page 143: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

14.6 * 644333.91 / 60 * 25 *1.1

$4,311,668

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

14.6 * 2376 * 45.03 / 20 * 25 $1,952,591

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

14.6 * 40855.37 / 60 * 25 $248,537

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

80 * 297.99964789 * 15.47 /100 * 25 * 1.15

$106,031

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

92 * 198.99975403 * 15.47 /100 * 25 * 1.15

$81,427

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

$0 + $4,311,668 +$1,952,591 + $248,537 +$106,031 + $81,427

$6,700,254

Page 144: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-641-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.3 Segment Length 4.3

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 39 TO TH 27 Termini CSAH 39 TO TH 27

469 Present AADT 469

2013 Year of Count 2013

1.4 Projection Factor 1.4

469 Projected Traffic 469

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

Bridge Information Status: Original

Original Current

49511 Structure Number 49511

4.27 Milepoint 4.27

1968 Year Built 1968

SKUNK RIVER Feature Crossed SKUNK RIVER

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Spans 1

42.5 Bridge Length 42.5

32.1 Bridge Width 32.1

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

4.3 * 509993.88 / 60 * 25 *1.1

$1,005,113

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.3 * 2112 * 45.03 / 20 * 25 $511,181

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.3 * 12356.36 / 60 * 25 $22,138

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

42.5 * 32.1 * 152 / 80 * 25 *1.15

$74,522

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

$0 + $1,005,113 + $511,181+ $22,138 + $74,522

$1,612,954

Page 145: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-643-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

0.8 Segment Length 0.8

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 27 TO S LIMS LITTLE FALLS Termini TH 27 TO S LIMS LITTLE FALLS

1680 Present AADT 1680

2013 Year of Count 2013

1.4 Projection Factor 1.4

1680 Projected Traffic 1680

RURAL Design Type RURAL

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

COMBINE SEGMENTS 010-011 IN2005

Comments COMBINE SEGMENTS 010-011 IN2005

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation 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 * 644333.91 / 60 * 25 *1.1

$236,256

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.8 * 2376 * 45.03 / 20 * 25 $106,991

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.8 * 40855.37 / 60 * 25 $13,618

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $236,256 + $106,991+ $13,618

$356,865

Page 146: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-643-012

Original Current

LITTLE FALLS Municipality LITTLE FALLS

0.5 Segment Length 0.5

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S LIM TO N LIM LITTLE FALLS Termini S LIM TO N LIM LITTLE FALLS

1680 Present AADT 1680

2013 Year of Count 2013

1.4 Projection Factor 1.4

1680 Projected Traffic 1680

RURAL Design Type RURAL

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation 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 * 644333.91 / 60 * 25 *1.1

$147,660

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.5 * 2376 * 45.03 / 20 * 25 $66,870

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.5 * 40855.37 / 60 * 25 $8,512

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $147,660 + $66,870 +$8,512

$223,042

Page 147: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : MORRISON Segment Nbr : 049-643-013

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.9 Segment Length 2.9

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 LITTLE FALLS TO 3.0 MI WOF CSAH 45

Termini N LIM LITTLE FALLS TO 3.0 MI WOF CSAH 45

658 Present AADT 658

2013 Year of Count 2013

1.4 Projection Factor 1.4

658 Projected Traffic 658

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 049-643-016 M&OL177TH TO CSAH 45

Comments 2016 SAP 049-643-016 M&OL177TH TO CSAH 45

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 509993.88 / 60 * 25 *1.1

$677,867

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.9 * 2112 * 45.03 / 20 * 25 $344,750

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.9 * 12356.36 / 60 * 25 $14,931

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $677,867 + $344,750+ $14,931

$1,037,548

Page 148: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : MORRISON Segment Nbr : 049-643-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3 Segment Length 3

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

3.0 MI W TO CSAH 45 Termini 3.0 MI W TO CSAH 45

658 Present AADT 658

2013 Year of Count 2013

1.4 Projection Factor 1.4

658 Projected Traffic 658

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 049-643-016 M&OL Comments 2016 SAP 049-643-016 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

3 * 509993.88 / 60 * 25 * 1.1 $701,242

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3 * 2112 * 45.03 / 20 * 25 $356,638

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3 * 12356.36 / 60 * 25 $15,445

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $701,242 + $356,638+ $15,445

$1,073,325

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SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-643-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

3 Segment Length 3

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 45 TO 3.0 MI E Termini CSAH 45 TO 3.0 MI E

658 Present AADT 658

2013 Year of Count 2013

1.4 Projection Factor 1.4

658 Projected Traffic 658

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 049-643-015 BR 49555R&R

Comments 2015 SAP 049-643-015 BR 49555R&R

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

49555 Structure Number 49555

7.65 Milepoint 7.65

2015 Year Built 2015

PLATTE RIVER Feature Crossed PLATTE RIVER

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Spans 1

117.896 Bridge Length 117.896

39.333 Bridge Width 39.333

100% Shared Structure 100%

2015 SAP 049-643-015 BR R&R Comments 2015 SAP 049-643-015 BR R&R

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

Culvert Information Status: Original

Original Current

88079 Structure Number 88079

9.83 Milepoint 9.83

1939 Year Built 1939

LITTLE MINK CREEK Feature Crossed LITTLE MINK CREEK

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

12 Culvert Width 12

6 Culvert Height 6

38 Culvert Length 38

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

Page 150: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

3 * 509993.88 / 60 * 25 * 1.1 $701,242

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

3 * 2112 * 45.03 / 20 * 25 $356,638

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

3 * 12356.36 / 60 * 25 $15,445

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

117.896 * 39.333 * 152 / 80* 25 * 1.15

$253,307

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

38 * 71.9997271 * 15.47 /100 * 25 * 1.15

$12,169

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

$0 + $701,242 + $356,638+ $15,445 + $253,307 +$12,169

$1,338,801

Page 151: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-643-040

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1 Segment Length 1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

3.0 MI E CSAH 45 TO CR 265 Termini 3.0 MI E CSAH 45 TO CR 265

658 Present AADT 658

2013 Year of Count 2013

1.4 Projection Factor 1.4

658 Projected Traffic 658

RURAL Design Type RURAL

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

1992 Latest Year SA funds 1992

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1 * 509993.88 / 60 * 25 * 1.1 $233,747

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1 * 2112 * 45.03 / 20 * 25 $118,879

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1 * 12356.36 / 60 * 25 $5,148

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $233,747 + $118,879+ $5,148

$357,774

Page 152: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-643-041

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.5 Segment Length 1.5

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CO RD 265 TO WEST LIMITS PIERZ Termini CO RD 265 TO WEST LIMITS PIERZ

1176 Present AADT 1176

2013 Year of Count 2013

1.4 Projection Factor 1.4

1176 Projected Traffic 1176

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

1.5 * 509993.88 / 60 * 25 *1.1

$350,621

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.5 * 2112 * 45.03 / 20 * 25 $178,319

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.5 * 12356.36 / 60 * 25 $7,723

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $350,621 + $178,319+ $7,723

$536,663

Page 153: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-643-050

Original Current

PIERZ Municipality PIERZ

0.36 Segment Length 0.36

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W LIM PIERZ TO 0.12 MI W TH 25 Termini W LIM PIERZ TO 0.12 MI W TH 25

1176 Present AADT 1176

2013 Year of Count 2013

1.4 Projection Factor 1.4

1176 Projected Traffic 1176

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

NEEDS REINSTATEMENT Comments NEEDS REINSTATEMENT

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation 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 * 509993.88 / 60 * 25 *1.1

$84,149

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.36 * 2112 * 45.03 / 20 * 25 $42,797

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.36 * 12356.36 / 60 * 25 $1,853

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $84,149 + $42,797 +$1,853

$128,799

Page 154: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-643-060

Original Current

PIERZ Municipality PIERZ

0.12 Segment Length 0.12

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.12 MI W TO TH 25 Termini 0.12 MI W TO TH 25

2030 Present AADT 2030

2013 Year of Count 2013

1.4 Projection Factor 1.4

2030 Projected Traffic 2030

URBAN Design Type URBAN

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

2000 Latest Year SA funds 2000

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

NEEDS REINSTATEMENT Comments NEEDS REINSTATEMENT

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.12 * 1375701.65 / 60 * 25* 1.15

$79,103

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.12 * 2904 * 45.03 / 15 * 25 $26,153

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.12 * 107006.55 / 60 * 25 $5,350

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $79,103 + $26,153 +$5,350

$110,606

Page 155: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-645-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

14.1 Segment Length 14.1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 27 TO N CO LINE Termini TH 27 TO N CO LINE

630 Present AADT 630

2013 Year of Count 2013

1.4 Projection Factor 1.4

630 Projected Traffic 630

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 SP 049-645-010 SMCULVERTS

Comments 2013 SP 049-645-010 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

14.1 * 509993.88 / 60 * 25 *1.1

$3,295,835

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

14.1 * 2112 * 45.03 / 20 * 25 $1,676,197

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

14.1 * 12356.36 / 60 * 25 $72,594

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $3,295,835 +$1,676,197 + $72,594

$5,044,626

Page 156: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-646-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

11.2 Segment Length 11.2

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 371 TO TH 25 Termini TH 371 TO TH 25

1820 Present AADT 1820

2013 Year of Count 2013

1.4 Projection Factor 1.4

1820 Projected Traffic 1820

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

COMBINED SEGS 010 & 020 IN2005

Comments COMBINED SEGS 010 & 020 IN2005

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

49517 Structure Number 49517

8.39 Milepoint 8.39

1970 Year Built 1970

PLATTE RIVER Feature Crossed PLATTE RIVER

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Spans 3

96.5 Bridge Length 96.5

38 Bridge Width 38

100% Shared Structure 100%

Comments

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

Culvert Information Status: Original

Original Current

6310 Structure Number 6310

9.59 Milepoint 9.59

1939 Year Built 1939

BIG MINK CREEK Feature Crossed BIG MINK CREEK

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

8 Culvert Width 8

6 Culvert Height 6

70 Culvert Length 70

95.99999493 Area of Waterway Opening 95.99999493

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Culvert Information Status: Original

Original Current

8462 Structure Number 8462

6.88 Milepoint 6.88

1929 Year Built 1929

Page 157: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

STREAM Feature Crossed STREAM

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

10 Culvert Width 10

6 Culvert Height 6

80 Culvert Length 80

60.00013138 Area of Waterway Opening 60.00013138

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

082541C USDOT Number 082541C

0 Located at Milepoint 0

1 Mainline Tracks 1

SIGNS ONLY Protection Type SIGNS ONLY

Last Year Protection Upgraded

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

11.2 * 644333.91 / 60 * 25 *1.1

$3,307,581

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

11.2 * 2376 * 45.03 / 20 * 25 $1,497,878

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

11.2 * 40855.37 / 60 * 25 $190,658

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

96.5 * 38 * 152 / 80 * 25 *1.15

$200,310

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

70 * 95.99999493 * 15.47 /100 * 25 * 1.15

$29,888

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

80 * 60.00013138 * 15.47 /100 * 25 * 1.15

$21,349

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

1500 / 25 * 25 $1,500

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

56 * 1350 / 25 * 25 $75,600

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

$0 + $3,307,581 +$1,497,878 + $190,658 +$200,310 + $29,888 +$21,349 + $1,500 + $75,600

$5,324,764

Page 158: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-647-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.8 Segment Length 5.8

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 371 TO CSAH 45 Termini TH 371 TO CSAH 45

1050 Present AADT 1050

2013 Year of Count 2013

1.4 Projection Factor 1.4

1050 Projected Traffic 1050

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

2007 OVERLAY SP 49-647-11 Comments 2007 OVERLAY SP 49-647-11

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

93092 Structure Number 93092

2.61 Milepoint 2.61

1973 Year Built 1973

FLETCHER CREEK Feature Crossed FLETCHER CREEK

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

12 Culvert Width 12

8 Culvert Height 8

52 Culvert Length 52

131.99985848 Area of Waterway Opening 131.99985848

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Culvert Information Status: Original

Original Current

93172 Structure Number 93172

0.95 Milepoint 0.95

1973 Year Built 1973

BR OF FLETCHER CREEK Feature Crossed BR OF FLETCHER CREEK

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

12 Culvert Width 12

8 Culvert Height 8

88 Culvert Length 88

65.99992924 Area of Waterway Opening 65.99992924

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Page 159: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

5.8 * 509993.88 / 60 * 25 *1.1

$1,355,734

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.8 * 2112 * 45.03 / 20 * 25 $689,499

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.8 * 12356.36 / 60 * 25 $29,861

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

52 * 131.99985848 * 15.47 /100 * 25 * 1.15

$30,528

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

88 * 65.99992924 * 15.47 /100 * 25 * 1.15

$25,832

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

$0 + $1,355,734 + $689,499+ $29,861 + $30,528 +$25,832

$2,131,454

Page 160: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-647-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

7 Segment Length 7

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 45 TO CSAH 23 Termini CSAH 45 TO CSAH 23

1050 Present AADT 1050

2013 Year of Count 2013

1.4 Projection Factor 1.4

1050 Projected Traffic 1050

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

2007 OVERLAY SP 49-647-11 Comments 2007 OVERLAY SP 49-647-11

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

7351 Structure Number 7351

9.41 Milepoint 9.41

1938 Year Built 1938

PLATTE RIVER Feature Crossed PLATTE RIVER

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Barrels 3

12 Culvert Width 12

10 Culvert Height 10

32 Culvert Length 32

359.99971189 Area of Waterway Opening 359.99971189

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 * 509993.88 / 60 * 25 * 1.1 $1,636,230

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

7 * 2112 * 45.03 / 20 * 25 $832,154

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

7 * 12356.36 / 60 * 25 $36,039

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

32 * 359.99971189 * 15.47 /100 * 25 * 1.15

$51,237

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

$0 + $1,636,230 + $832,154+ $36,039 + $51,237

$2,555,660

Page 161: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-647-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

7.3 Segment Length 7.3

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 23 TO TH 27 Termini CSAH 23 TO TH 27

742 Present AADT 742

2013 Year of Count 2013

1.4 Projection Factor 1.4

742 Projected Traffic 742

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 049-647-016 CULVERTR&R 47J74

2010 OVERLAY SAP 49-647-14

Comments 2013 SAP 049-647-016 CULVERTR&R 47J74

2010 OVERLAY SAP 49-647-14

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

49J47 Structure Number 49J47

19.64 Milepoint 19.64

2013 Year Built 2013

SKUNK RIVER Feature Crossed SKUNK RIVER

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

14 Culvert Width 14

6 Culvert Height 6

54 Culvert Length 54

82 Area of Waterway Opening 82

100% Shared Structure 100%

2013 SAP 049-647-016 CULVERTR&R 47J74

Comments 2013 SAP 049-647-016 CULVERTR&R 47J74

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

7.3 * 509993.88 / 60 * 25 *1.1

$1,706,355

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

7.3 * 2112 * 45.03 / 20 * 25 $867,818

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

7.3 * 12356.36 / 60 * 25 $37,584

Page 162: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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

54 * 82 * 15.47 / 100 * 25 *1.15

$19,694

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

$0 + $1,706,355 + $867,818+ $37,584 + $19,694

$2,631,451

Page 163: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-648-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.9 Segment Length 5.9

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 371 TO CSAH 45 Termini TH 371 TO CSAH 45

567 Present AADT 567

2013 Year of Count 2013

1.4 Projection Factor 1.4

567 Projected Traffic 567

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

RESURFACED IN 2009 SAP 49-648-12

Comments RESURFACED IN 2009 SAP 49-648-12

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

88080 Structure Number 88080

3.79 Milepoint 3.79

1936 Year Built 1936

FLETCHER CREEK Feature Crossed FLETCHER CREEK

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

12 Culvert Width 12

6 Culvert Height 6

58 Culvert Length 58

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

5.9 * 509993.88 / 60 * 25 *1.1

$1,379,108

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.9 * 2112 * 45.03 / 20 * 25 $701,387

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.9 * 12356.36 / 60 * 25 $30,376

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

58 * 71.9997271 * 15.47 /100 * 25 * 1.15

$18,573

Page 164: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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

$0 + $1,379,108 + $701,387+ $30,376 + $18,573

$2,129,444

Page 165: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-648-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5 Segment Length 5

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 45 TO TH 25 Termini CSAH 45 TO TH 25

434 Present AADT 434

2013 Year of Count 2013

1.4 Projection Factor 1.4

434 Projected Traffic 434

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

RESURFACED IN 2009 SAP 49-648-12

Comments RESURFACED IN 2009 SAP 49-648-12

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

88081 Structure Number 88081

10.87 Milepoint 10.87

1930 Year Built 1930

WOLF CREEK Feature Crossed WOLF CREEK

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

10 Culvert Width 10

6 Culvert Height 6

44 Culvert Length 44

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

5 * 509993.88 / 60 * 25 * 1.1 $1,168,736

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5 * 2112 * 45.03 / 20 * 25 $594,396

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5 * 12356.36 / 60 * 25 $25,742

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

44 * 60.00013138 * 15.47 /100 * 25 * 1.15

$11,742

Page 166: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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

$0 + $1,168,736 + $594,396+ $25,742 + $11,742

$1,800,616

Page 167: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-648-030

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

2.1 Segment Length 2.1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 25 TO CSAH 23 Termini TH 25 TO CSAH 23

630 Present AADT 630

2013 Year of Count 2013

1.4 Projection Factor 1.4

630 Projected Traffic 630

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 049-648-014 BR 49J68 Comments 2012 SAP 049-648-014 BR 49J68

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

49J68 Structure Number 49J68

11.39 Milepoint 11.39

2012 Year Built 2012

PLATTE RIVER Feature Crossed PLATTE RIVER

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Barrels 3

16 Culvert Width 16

9 Culvert Height 9

54 Culvert Length 54

394 Area of Waterway Opening 394

100% Shared Structure 100%

2012 SAP 049-648-014 BR 49J68 Comments 2012 SAP 049-648-014 BR 49J68

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

2.1 * 509993.88 / 60 * 25 *1.1

$490,869

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.1 * 2112 * 45.03 / 20 * 25 $249,646

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.1 * 12356.36 / 60 * 25 $10,812

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

54 * 394 * 15.47 / 100 * 25 *1.15

$94,628

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

$0 + $490,869 + $249,646+ $10,812 + $94,628

$845,955

Page 168: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-649-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

7.9 Segment Length 7.9

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 371 TO CSAH 45 Termini TH 371 TO CSAH 45

364 Present AADT 364

2013 Year of Count 2013

1.4 Projection Factor 1.4

364 Projected Traffic 364

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

2002 OVERLAY PROJECT Comments 2002 OVERLAY PROJECT

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

7.9 * 509993.88 / 60 * 25 *1.1

$1,846,603

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

7.9 * 2112 * 45.03 / 20 * 25 $939,146

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

7.9 * 12356.36 / 60 * 25 $40,673

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,846,603 + $939,146+ $40,673

$2,826,422

Page 169: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-651-010

Original Current

HARDING Municipality HARDING

2.6 Segment Length 2.6

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

W LIMS HARDING TO N LIMSHARDING

Termini W LIMS HARDING TO N LIMSHARDING

462 Present AADT 462

2013 Year of Count 2013

1.4 Projection Factor 1.4

462 Projected Traffic 462

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

2.6 * 509993.88 / 60 * 25 *1.1

$607,743

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.6 * 2112 * 45.03 / 20 * 25 $309,086

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.6 * 12356.36 / 60 * 25 $13,386

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $607,743 + $309,086+ $13,386

$930,215

Page 170: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-651-040

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

8.9 Segment Length 8.9

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

NORTH LIM HARDING TO CSAH 8 Termini NORTH LIM HARDING TO CSAH 8

469 Present AADT 469

2013 Year of Count 2013

1.4 Projection Factor 1.4

469 Projected Traffic 469

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

COMBINED SEGMENTS 040-050 IN2005

Comments COMBINED SEGMENTS 040-050 IN2005

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

49J20 Structure Number 49J20

7.503 Milepoint 7.503

1999 Year Built 1999

PLATTE RIVER Feature Crossed PLATTE RIVER

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

10 Culvert Width 10

5 Culvert Height 5

54 Culvert Length 54

100 Area of Waterway Opening 100

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Culvert Information Status: Original

Original Current

49J44 Structure Number 49J44

9.03 Milepoint 9.03

2007 Year Built 2007

PLATTE LAKE Feature Crossed PLATTE LAKE

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

32 Culvert Width 32

12 Culvert Height 12

54 Culvert Length 54

280 Area of Waterway Opening 280

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Page 171: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

8.9 * 509993.88 / 60 * 25 *1.1

$2,080,350

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

8.9 * 2112 * 45.03 / 20 * 25 $1,058,025

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

8.9 * 12356.36 / 60 * 25 $45,822

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

54 * 100 * 15.47 / 100 * 25 *1.15

$24,017

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

54 * 280 * 15.47 / 100 * 25 *1.15

$67,248

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

$0 + $2,080,350 +$1,058,025 + $45,822 +$24,017 + $67,248

$3,275,462

Page 172: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-652-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.8 Segment Length 4.8

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 26 TO 4.8 MILES NORTH OFCSAH 26

Termini CSAH 26 TO 4.8 MILES NORTH OFCSAH 26

595 Present AADT 595

2013 Year of Count 2013

1.4 Projection Factor 1.4

595 Projected Traffic 595

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

SB APPROVED MILEAGESEGMENT

Special Message Code SB APPROVED MILEAGESEGMENT

2015 SAP 049-652-008 OL &CRACK REPAIRS

Comments 2015 SAP 049-652-008 OL &CRACK REPAIRS

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

96763 Structure Number 96763

1.39 Milepoint 1.39

1993 Year Built 1993

HAY CREEK Feature Crossed HAY CREEK

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

10 Culvert Width 10

6 Culvert Height 6

94 Culvert Length 94

120.00026276 Area of Waterway Opening 120.00026276

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Culvert Information Status: Original

Original Current

96781 Structure Number 96781

0.42 Milepoint 0.42

1993 Year Built 1993

LITTLE TWO RIVER Feature Crossed LITTLE TWO RIVER

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

10 Culvert Width 10

10 Culvert Height 10

94 Culvert Length 94

199.99972034 Area of Waterway Opening 199.99972034

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Segment CostInformation

Page 173: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

4.8 * 509993.88 / 60 * 25 *1.1

$1,121,987

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.8 * 2112 * 45.03 / 20 * 25 $570,620

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.8 * 12356.36 / 60 * 25 $24,713

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

94 * 120.00026276 * 15.47 /100 * 25 * 1.15

$50,169

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

94 * 199.99972034 * 15.47 /100 * 25 * 1.15

$83,615

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

$0 + $1,121,987 + $570,620+ $24,713 + $50,169 +$83,615

$1,851,104

Page 174: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-652-020

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

4.8 Segment Length 4.8

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

4.8 MILES NORTH OF CSAH 26 TOLITTLE FALLS CITY LIMITS

Termini 4.8 MILES NORTH OF CSAH 26 TOLITTLE FALLS CITY LIMITS

980 Present AADT 980

2013 Year of Count 2013

1.4 Projection Factor 1.4

980 Projected Traffic 980

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

SB APPROVED MILEAGESEGMENT

Special Message Code SB APPROVED MILEAGESEGMENT

Comments

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

49523 Structure Number 49523

7.1 Milepoint 7.1

1978 Year Built 1978

SWAN RIVER Feature Crossed SWAN RIVER

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Spans 3

90 Bridge Length 90

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

4.8 * 509993.88 / 60 * 25 *1.1

$1,121,987

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

4.8 * 2112 * 45.03 / 20 * 25 $570,620

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

4.8 * 12356.36 / 60 * 25 $24,713

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

90 * 34 * 152 / 80 * 25 *1.15

$167,153

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

$0 + $1,121,987 + $570,620+ $24,713 + $167,153

$1,884,473

Page 175: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-652-030

Original Current

LITTLE FALLS Municipality LITTLE FALLS

0.8 Segment Length 0.8

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

SOUTH LITTLE FALLS CITY LIMITSTO 0.8 MILES NORTH

Termini SOUTH LITTLE FALLS CITY LIMITSTO 0.8 MILES NORTH

1680 Present AADT 1680

2013 Year of Count 2013

1.4 Projection Factor 1.4

1680 Projected Traffic 1680

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

2010 OVERLAY SAP 49-652-09 Comments 2010 OVERLAY SAP 49-652-09

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

49521 Structure Number 49521

9.67 Milepoint 9.67

1978 Year Built 1978

PIKE CREEK Feature Crossed PIKE CREEK

STREAM CROSSING Type of Service STREAM CROSSING

3 Number of Spans 3

126 Bridge Length 126

47.1 Bridge Width 47.1

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

0.8 * 644333.91 / 60 * 25 *1.1

$236,256

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.8 * 2376 * 45.03 / 20 * 25 $106,991

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.8 * 40855.37 / 60 * 25 $13,618

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

126 * 47.1 * 152 / 80 * 25 *1.15

$324,178

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

$0 + $236,256 + $106,991+ $13,618 + $324,178

$681,043

Page 176: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-652-035

Original Current

LITTLE FALLS Municipality LITTLE FALLS

0.6 Segment Length 0.6

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.80 MILES NORTH OF S CITYLIMITS TO 7TH ST. SW

Termini 0.80 MILES NORTH OF S CITYLIMITS TO 7TH ST. SW

2030 Present AADT 2030

2013 Year of Count 2013

1.4 Projection Factor 1.4

2030 Projected Traffic 2030

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

RECONST 2004 SAP 49-652-03

OVERLAY 2010 SAP 49-652-09

Comments RECONST 2004 SAP 49-652-03

OVERLAY 2010 SAP 49-652-09

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.6 * 1375701.65 / 60 * 25 *1.15

$395,514

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.6 * 2904 * 45.03 / 15 * 25 $130,767

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.6 * 107006.55 / 60 * 25 $26,752

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $395,514 + $130,767+ $26,752

$553,033

Page 177: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-652-040

Original Current

LITTLE FALLS Municipality LITTLE FALLS

0.64 Segment Length 0.64

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

7TH ST. SW TO 0.14 MILES S OFTH 27

Termini 7TH ST. SW TO 0.14 MILES S OFTH 27

2030 Present AADT 2030

2013 Year of Count 2013

1.4 Projection Factor 1.4

2030 Projected Traffic 2030

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

RECONST 2004 SAP 49-652-03 Comments RECONST 2004 SAP 49-652-03

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.64 * 1375701.65 / 60 * 25* 1.15

$421,882

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.64 * 2904 * 45.03 / 15 * 25 $139,485

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.64 * 107006.55 / 60 * 25 $28,535

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $421,882 + $139,485+ $28,535

$589,902

Page 178: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-652-050

Original Current

LITTLE FALLS Municipality LITTLE FALLS

0.14 Segment Length 0.14

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

0.14 MILES SOUTH OF TH 27 TOTH 27

Termini 0.14 MILES SOUTH OF TH 27 TOTH 27

2030 Present AADT 2030

2013 Year of Count 2013

1.4 Projection Factor 1.4

2030 Projected Traffic 2030

URBAN Design Type URBAN

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

2004 Latest Year SA funds 2004

1 Number of Signal Legs 1

No Special Message Special Message Code No Special Message

RECONST 2004 SAP 49-652-03 Comments RECONST 2004 SAP 49-652-03

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 * 1375701.65 / 60 * 25* 1.15

$92,287

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.14 * 2904 * 45.03 / 15 * 25 $30,512

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.14 * 107006.55 / 60 * 25 $6,242

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $92,287 +$30,512 + $6,242

$164,197

Page 179: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-652-060

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.6 Segment Length 1.6

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

NORTH LIMITS OF LITTLE FALLSTO TH 10

Termini NORTH LIMITS OF LITTLE FALLSTO TH 10

2240 Present AADT 2240

2013 Year of Count 2013

1.4 Projection Factor 1.4

2240 Projected Traffic 2240

RURAL Design Type RURAL

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

1993 Latest Year SA funds 1993

0 Number of Signal Legs 0

THTB-NOT ELIGIBLE FOR TBFUNDS

Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.6 * 644333.91 / 60 * 25 *1.1

$472,512

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.6 * 2376 * 45.03 / 20 * 25 $213,983

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.6 * 40855.37 / 60 * 25 $27,237

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $472,512 + $213,983+ $27,237

$713,732

Page 180: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-653-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.1 Segment Length 5.1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S CO LINE TO CSAH 34 Termini S CO LINE TO CSAH 34

1316 Present AADT 1316

2013 Year of Count 2013

1.4 Projection Factor 1.4

1316 Projected Traffic 1316

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 049-653-003 M&OL,TURN LANES AND CULVERTTREATMENTS

Comments 2014 SAP 049-653-003 M&OL,TURN LANES AND CULVERTTREATMENTS

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

5.1 * 509993.88 / 60 * 25 *1.1

$1,192,111

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.1 * 2112 * 45.03 / 20 * 25 $606,284

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.1 * 12356.36 / 60 * 25 $26,257

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,192,111 + $606,284+ $26,257

$1,824,652

Page 181: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-654-010

Original Current

ROYALTON Municipality ROYALTON

0.51 Segment Length 0.51

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

S CO LINE TO CSAH 26 INROYALTON CITY LIMITS

Termini S CO LINE TO CSAH 26 INROYALTON CITY LIMITS

1470 Present AADT 1470

2013 Year of Count 2013

1.4 Projection Factor 1.4

1470 Projected Traffic 1470

URBAN Design Type URBAN

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

1994 Latest Year SA funds 1994

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

0.51 * 1375701.65 / 60 * 25* 1.15

$336,187

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.51 * 2904 * 45.03 / 15 * 25 $111,152

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.51 * 107006.55 / 60 * 25 $22,739

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $336,187 + $111,152+ $22,739

$470,078

Page 182: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-676-010

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1.3 Segment Length 1.3

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

TH 10 TO 1.3 MI N OF TH 10 Termini TH 10 TO 1.3 MI N OF TH 10

6860 Present AADT 6860

2013 Year of Count 2013

1.4 Projection Factor 1.4

6860 Projected Traffic 6860

RURAL Design Type RURAL

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

THTB-NOT ELIGIBLE FOR TBFUNDS

Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS

2013 SAP 049-676-005 M&OL Comments 2013 SAP 049-676-005 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

1.3 * 644333.91 / 60 * 25 *1.1

$383,916

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.3 * 2376 * 45.03 / 20 * 25 $173,861

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.3 * 40855.37 / 60 * 25 $22,130

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $383,916 + $173,861+ $22,130

$579,907

Page 183: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-676-030

Original Current

LITTLE FALLS Municipality LITTLE FALLS

0.3 Segment Length 0.3

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

4 Existing Surface Lanes 4

DIVIDED Existing Lane Description DIVIDED

1.3 MI N OF TH 10 (S LIM LITTLEFALLS) TO 11TH AVE.

Termini 1.3 MI N OF TH 10 (S LIM LITTLEFALLS) TO 11TH AVE.

6860 Present AADT 6860

2013 Year of Count 2013

1.4 Projection Factor 1.4

6860 Projected Traffic 6860

RURAL Design Type RURAL

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

2013 Latest Year SA funds 2013

0 Number of Signal Legs 0

THTB-NOT ELIGIBLE FOR TBFUNDS

Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS

2013 SAP 049-676-005 M&OL Comments 2013 SAP 049-676-005 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 * 644333.91 / 60 * 25 *1.1

$88,596

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.3 * 2376 * 45.03 / 20 * 25 $40,122

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.3 * 40855.37 / 60 * 25 $5,107

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $88,596 + $40,122 +$5,107

$133,825

Page 184: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-676-040

Original Current

LITTLE FALLS Municipality LITTLE FALLS

2.6 Segment Length 2.6

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

3 Existing Surface Lanes 3

NOT DIVIDED Existing Lane Description NOT DIVIDED

13TH AV NE TO CSAH 46 Termini 13TH AV NE TO CSAH 46

9380 Present AADT 9380

2013 Year of Count 2013

1.4 Projection Factor 1.4

9380 Projected Traffic 9380

URBAN Design Type URBAN

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

2006 Latest Year SA funds 2006

0 Number of Signal Legs 0

THTB-NOT ELIGIBLE FOR TBFUNDS

Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS

RENUMBERED (EXISTINGSEGMENT 010)

SAP 49-676-03

Comments RENUMBERED (EXISTINGSEGMENT 010)

SAP 49-676-03

Interchange Override

Segment Override

Segment CostInformation

Computation Factor 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 * 1375701.65 / 60 * 25 *1.15

$1,713,895

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

2.6 * 2904 * 45.03 / 15 * 25 $566,658

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

2.6 * 107006.55 / 60 * 25 $115,924

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $1,713,895 + $566,658+ $115,924

$2,396,477

Page 185: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-676-070

Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

5.1 Segment Length 5.1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 46 TO CSAH 48 Termini CSAH 46 TO CSAH 48

9380 Present AADT 9380

2013 Year of Count 2013

1.4 Projection Factor 1.4

9380 Projected Traffic 9380

RURAL Design Type RURAL

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

2008 Latest Year SA funds 2008

0 Number of Signal Legs 0

THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS

SAP 49-676-04 SURFACERECONDITION 2008

TH TURNBACK (TB FUNDS USED)

Comments SAP 49-676-04 SURFACERECONDITION 2008

TH TURNBACK (TB FUNDS USED)

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

49X05 Structure Number 49X05

2.56 Milepoint 2.56

2004 Year Built 2004

Fletcher Creek Feature Crossed Fletcher Creek

STREAM CROSSING Type of Service STREAM CROSSING

2 Number of Barrels 2

16 Culvert Width 16

7 Culvert Height 7

59 Culvert Length 59

220 Area of Waterway Opening 220

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

Culvert Information Status: Original

Original Current

49X07X Structure Number 49X07X

5.05 Milepoint 5.05

2005 Year Built 2005

DRAINAGE DITCH Feature Crossed DRAINAGE DITCH

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Barrels 1

14 Culvert Width 14

12 Culvert Height 12

70 Culvert Length 70

167.99972203 Area of Waterway Opening 167.99972203

100% Shared Structure 100%

Comments

1 Culvert Group Code 1

RailRoadCrossingInformation

Status: Original

Page 186: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

Original Current

BURLINGTON NORTHERN SANTAFE RAILWAY

RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY

076048N USDOT Number 076048N

3.2 Located at Milepoint 3.2

1 Mainline Tracks 1

SIGNS ONLY Protection Type SIGNS ONLY

Last Year Protection Upgraded

256 Crossing Length 256

Last Year Surfaced

100% Percentage of Cost 100%

TH TURNBACK Comments TH TURNBACK

RailRoadCrossingInformation

Status: Original

Original Current

BURLINGTON NORTHERN SANTAFE RAILWAY

RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY

076049V USDOT Number 076049V

3.4 Located at Milepoint 3.4

1 Mainline Tracks 1

SIGNS ONLY Protection Type SIGNS ONLY

Last Year Protection Upgraded

152 Crossing Length 152

Last Year Surfaced

100% Percentage of Cost 100%

TH TURNBACK Comments TH TURNBACK

Segment CostInformation

Computation Factor Computation Formula Values Used ForCalculation

Computation Result

Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear

0 * 56250 / 40 * 25 $0

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

5.1 * 2313712.32 / 60 * 25 *1.1

$5,408,303

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

5.1 * 3564 * 45.03 / 20 * 25 $1,023,104

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

5.1 * 467448.58 / 60 * 25 $993,328

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

59 * 220 * 15.47 / 100 * 25 *1.15

$57,730

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

70 * 167.99972203 * 15.47 /100 * 25 * 1.15

$52,304

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

1500 / 25 * 25 $1,500

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

256 * 1350 / 25 * 25 $345,600

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

1500 / 25 * 25 $1,500

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

152 * 1350 / 25 * 25 $205,200

Page 187: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

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

$0 + $5,408,303 +$1,023,104 + $993,328 +$57,730 + $52,304 + $1,500+ $345,600 + $1,500 +$205,200

$8,088,569

Page 188: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-701-010

Original Current

BOWLUS Municipality BOWLUS

0.58 Segment Length 0.58

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 24 TO CSAH 26 Termini CSAH 24 TO CSAH 26

952 Present AADT 952

2013 Year of Count 2013

1.4 Projection Factor 1.4

952 Projected Traffic 952

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

2007 OVERLAY

SAP 49-701-02

Comments 2007 OVERLAY

SAP 49-701-02

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation 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 * 1375701.65 / 60 * 25* 1.15

$382,330

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.58 * 2904 * 45.03 / 15 * 25 $126,408

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.58 * 107006.55 / 60 * 25 $25,860

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $382,330 + $126,408+ $25,860

$534,598

Page 189: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-702-010

Original Current

SWANVILLE Municipality SWANVILLE

0.36 Segment Length 0.36

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 28 TO CSAH 12 Termini TH 28 TO CSAH 12

1470 Present AADT 1470

2013 Year of Count 2013

1.4 Projection Factor 1.4

1470 Projected Traffic 1470

URBAN Design Type URBAN

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

2009 Latest Year SA funds 2009

0 Number of Signal Legs 0

No Special Message Special Message Code No Special Message

RESURFACED IN 2009 SAP 49-702-03

Comments RESURFACED IN 2009 SAP 49-702-03

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation 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 * 1375701.65 / 60 * 25* 1.15

$237,309

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.36 * 2904 * 45.03 / 15 * 25 $78,460

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.36 * 107006.55 / 60 * 25 $16,051

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $237,309 + $78,460 +$16,051

$331,820

Page 190: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-703-010

Original Current

HILLMAN Municipality HILLMAN

0.4 Segment Length 0.4

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

CSAH 8 TO CR 247 Termini CSAH 8 TO CR 247

301 Present AADT 301

2013 Year of Count 2013

1.4 Projection Factor 1.4

301 Projected Traffic 301

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

COMBINED SEGMENTS 010 & 020IN 2005

Comments COMBINED SEGMENTS 010 & 020IN 2005

Interchange Override

Segment Override

Segment CostInformation

Computation Factor Computation 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 * 509993.88 / 60 * 25 *1.1

$93,499

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

0.4 * 2112 * 45.03 / 20 * 25 $47,552

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

0.4 * 12356.36 / 60 * 25 $2,059

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$0 + $93,499 + $47,552 +$2,059

$143,110

Page 191: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Original

County Name : MORRISON Segment Nbr : 049-704-010

Original Current

RANDALL Municipality RANDALL

1.1 Segment Length 1.1

BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

TH 10 TO TH 115 Termini TH 10 TO TH 115

1540 Present AADT 1540

2013 Year of Count 2013

1.4 Projection Factor 1.4

1540 Projected Traffic 1540

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

THTB-NOT ELIGIBLE FOR TBFUNDS

Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS

2007 RECONSTRUCTION

GRADING, SAP 49-704-02

Comments 2007 RECONSTRUCTION

GRADING, SAP 49-704-02

Interchange Override

Segment Override

Culvert Information Status: Original

Original Current

49J18 Structure Number 49J18

0.25 Milepoint 0.25

1999 Year Built 1999

N FK LITTLE ELK RIVER Feature Crossed N FK LITTLE ELK RIVER

STREAM CROSSING Type of Service STREAM CROSSING

4 Number of Barrels 4

12 Culvert Width 12

7 Culvert Height 7

64 Culvert Length 64

336 Area of Waterway Opening 336

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

097588S USDOT Number 097588S

0.2 Located at Milepoint 0.2

2 Mainline Tracks 2

SIGNALS & GATES Protection Type SIGNALS & GATES

1986 Last Year Protection Upgraded 1986

32 Crossing Length 32

2007 Last Year Surfaced 2007

100% Percentage of Cost 100%

Comments

Segment CostInformation

Page 192: SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : MORRISON Segment Nbr : 049-601-020 Original Current ELMDALE Municipality ELMDALE 1.9 Segment Length 1.9

Computation Factor 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 * 1375701.65 / 60 * 25 *1.15

$725,109

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.1 * 2904 * 45.03 / 15 * 25 $239,740

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.1 * 107006.55 / 60 * 25 $49,045

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

64 * 336 * 15.47 / 100 * 25 *1.15

$95,642

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

325000 / 25 * 25 $325,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

32 * 1350 / 25 * 25 $43,200

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

$0 + $725,109 + $239,740+ $49,045 + $95,642 +$325,000 + $43,200

$1,477,736