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SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-601-010
Original Current
PILLAGER Municipality PILLAGER
0.38 Segment Length 0.38
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SO CO LINE TO 0.38 MI NO INPILLAGER
Termini SO CO LINE TO 0.38 MI NO INPILLAGER
2050 Present AADT 2050
2015 Year of Count 2015
1 Projection Factor 1
2050 Projected Traffic 2050
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 - 049-601-024 / 011-601-024.BR 49520 OVERLAY AND REHAB -SHARED WITH CASS CO
Comments 2015 - 049-601-024 / 011-601-024.BR 49520 OVERLAY AND REHAB -SHARED WITH CASS CO
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49520 Structure Number 49520
0 Milepoint 0
1976 Year Built 1976
CROW WING RIVER Feature Crossed CROW WING RIVER
Type of Service
4 Number of Spans 4
242.6 Bridge Length 242.6
43.1 Bridge Width 43.1
50% Shared Structure 50%
2015 - 049-601-024 / 011-601-024.BR 49520 OVERLAY AND REHAB -
SHARED WITH CASS CSAH 01
Comments 2015 - 049-601-024 / 011-601-024.BR 49520 OVERLAY AND REHAB -
SHARED WITH CASS CSAH 01
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.38 * 1369859.45 / 60 * 25* 1.15
$249,429
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.38 * 2904 * 48.87 / 15 * 25 $89,882
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.38 * 71309.22 / 60 * 25 $11,291
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost *PercentOfCost
242.6 * 43.1 * 138 / 80 * 25* 1.15 * 50%
$259,278
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $249,429 + $89,882 +$11,291 + $259,278
$609,880
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-601-020
Original Current
PILLAGER Municipality PILLAGER
0.18 Segment Length 0.18
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.38 MI NO TO 0.56 MI NO OF SOCO LINE
Termini 0.38 MI NO TO 0.56 MI NO OF SOCO LINE
3200 Present AADT 3200
2015 Year of Count 2015
1 Projection Factor 1
3200 Projected Traffic 3200
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1991 Latest Year SA funds 1991
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.18 * 1369859.45 / 60 * 25* 1.15
$118,150
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.18 * 2904 * 48.87 / 15 * 25 $42,576
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.18 * 71309.22 / 60 * 25 $5,348
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $118,150 + $42,576 +$5,348
$166,074
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-601-030
Original Current
PILLAGER Municipality PILLAGER
0.14 Segment Length 0.14
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.56 MI N TO 0.70 MI N OF S COLINE
Termini 0.56 MI N TO 0.70 MI N OF S COLINE
4200 Present AADT 4200
2015 Year of Count 2015
1 Projection Factor 1
4200 Projected Traffic 4200
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1991 Latest Year SA funds 1991
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
076276B USDOT Number 076276B
0.12 Located at Milepoint 0.12
1 Mainline Tracks 1
SIGNALS & GATES Protection Type SIGNALS & GATES
1996 Last Year Protection Upgraded 1996
48 Crossing Length 48
Last Year Surfaced
100% Percentage of Cost 100%
Comments
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.14 * 1369859.45 / 60 * 25* 1.15
$91,895
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.14 * 2904 * 48.87 / 15 * 25 $33,114
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.14 * 71309.22 / 60 * 25 $4,160
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
325000 / 25 * 25 $325,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
48 * 1350 / 25 * 25 $64,800
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $91,895 + $33,114 +$4,160 + $325,000 +$64,800
$518,969
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-601-040
Original Current
PILLAGER Municipality PILLAGER
0.17 Segment Length 0.17
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.7 MI N OF S CO LINE TO E JCTTH 210
Termini 0.7 MI N OF S CO LINE TO E JCTTH 210
4200 Present AADT 4200
2015 Year of Count 2015
1 Projection Factor 1
4200 Projected Traffic 4200
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2003 Latest Year SA funds 2003
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
11512 Structure Number 11512
0.78 Milepoint 0.78
1984 Year Built 1984
PILLAGER CREEK Feature Crossed PILLAGER CREEK
Type of Service
Number of Spans
51 Bridge Length 51
54.3 Bridge Width 54.3
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.17 * 832238.66 / 60 * 25 *1.1
$64,845
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.17 * 2376 * 48.87 / 20 * 25 $24,674
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.17 * 49526.15 / 60 * 25 $3,508
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
51 * 54.3 * 152 / 80 * 25 *1.15
$151,273
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $64,845 + $24,674 +$3,508 + $151,273
$244,300
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-601-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
WEST JCT TH 210 TO 0.10 MI N(OUTSIDE LIMITS)
Termini WEST JCT TH 210 TO 0.10 MI N(OUTSIDE LIMITS)
1500 Present AADT 1500
2015 Year of Count 2015
1 Projection Factor 1
1500 Projected Traffic 1500
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1996 Latest Year SA funds 1996
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.1 * 832238.66 / 60 * 25 *1.1
$38,144
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 48.87 / 20 * 25 $14,514
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 49526.15 / 60 * 25 $2,064
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $38,144 + $14,514 +$2,064
$54,722
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-601-055
Original Current
PILLAGER Municipality PILLAGER
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.10 MI N (OUTSIDE LIMITS) OF TH210 TO 0.20 MI N (INSIDE)
Termini 0.10 MI N (OUTSIDE LIMITS) OF TH210 TO 0.20 MI N (INSIDE)
1500 Present AADT 1500
2015 Year of Count 2015
1 Projection Factor 1
1500 Projected Traffic 1500
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1996 Latest Year SA funds 1996
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.1 * 832238.66 / 60 * 25 *1.1
$38,144
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 48.87 / 20 * 25 $14,514
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 49526.15 / 60 * 25 $2,064
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $38,144 + $14,514 +$2,064
$54,722
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-601-060
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.5 Segment Length 4.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.2 MI N TH 210 (N LIM PILLAGER)TO CSAH 34
Termini 0.2 MI N TH 210 (N LIM PILLAGER)TO CSAH 34
1500 Present AADT 1500
2015 Year of Count 2015
1 Projection Factor 1
1500 Projected Traffic 1500
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1996 Latest Year SA funds 1996
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.5 * 832238.66 / 60 * 25 *1.1
$1,716,492
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.5 * 2376 * 48.87 / 20 * 25 $653,148
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.5 * 49526.15 / 60 * 25 $92,862
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,716,492 + $653,148+ $92,862
$2,462,502
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : CASS Segment Nbr : 011-601-065
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
10.6 Segment Length 10.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 34 TO0.80 M N OF CSAH 29 Termini CSAH 34 TO0.80 M N OF CSAH 29
1500 Present AADT 1500
2015 Year of Count 2015
1 Projection Factor 1
1500 Projected Traffic 1500
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SP 011-601-023 5.75M RC107TO CSAH 24 - RECONST,CULVERT R&R, DELETE CULVERT88228 REPLACE W/ SM CULVERT
Comments 2016 SP 011-601-023 5.75M RC107TO CSAH 24 - RECONST,CULVERT R&R, DELETE CULVERT88228 REPLACE W/ SM CULVERT
Interchange Override
Segment Override
Culvert Information Status: Revised
Original Current
11J17 Structure Number 11J17
13.13 Milepoint 13.13
2016 Year Built 2016
COVY BROOK Feature Crossed COVY BROOK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
12 Culvert Width 12
5 Culvert Height 5
72 Culvert Length 72
60 Area of Waterway Opening 60
100% Shared Structure 100%
2016 SP 011-601-023 RECONST,CULVERT R&R, DELETE CULVERT88228 REPLACE W/ SM CULVERT
Comments 2016 SP 011-601-023 RECONST,CULVERT R&R, DELETE CULVERT88228 REPLACE W/ SM CULVERT
1 Culvert Group Code 1
Culvert Information Status: Deleted
Original Current
88228 Structure Number 88228
15.78 Milepoint 15.78
1957 Year Built 1957
COVY BROOK Feature Crossed COVY BROOK
Type of Service
2 Number of Barrels 2
5 Culvert Width 5
4 Culvert Height 4
43 Culvert Length 43
30.00006569 Area of Waterway Opening 30.00006569
100% Shared Structure 100%
REPLACED WITH 8 X 6 CULVERT,NO BR#, AND DELETEDSTRUCTURE
Comments REPLACED WITH 8 X 6 CULVERT,NO BR#, AND DELETEDSTRUCTURE
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
11J12 Structure Number 11J12
12.45 Milepoint 12.45
2012 Year Built 2012
Home Brook Feature Crossed Home Brook
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
20.5 Culvert Width 20.5
6 Culvert Height 6
100 Culvert Length 100
120 Area of Waterway Opening 120
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
10.6 * 832238.66 / 60 * 25 *1.1
$4,043,293
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
10.6 * 2376 * 48.87 / 20 * 25 $1,538,525
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
10.6 * 49526.15 / 60 * 25 $218,740
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
72 * 60 * 15.47 / 100 * 25 *1.15
$19,214
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
100 * 120 * 15.47 / 100 * 25* 1.15
$53,372
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $4,043,293 +$1,538,525 + $218,740 +$19,214 + $53,372
$5,873,144
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-601-070
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.80 M N OF CSAH 29 TO 1.10 M N Termini 0.80 M N OF CSAH 29 TO 1.10 M N
920 Present AADT 920
2015 Year of Count 2015
1 Projection Factor 1
920 Projected Traffic 920
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2005 Latest Year SA funds 2005
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONSTRUCTED UNDER PLAN #SAP 11-601-016
Comments RECONSTRUCTED UNDER PLAN #SAP 11-601-016
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 468839.66 / 60 * 25 *1.1
$64,465
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 48.87 / 20 * 25 $38,705
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 51.09 / 60 * 25 $6
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $64,465 + $38,705 +$6
$103,176
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-601-071
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.6 Segment Length 2.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.10 M N OF CSAH 29 TO 0.7 M EOF CSAH 24
Termini 1.10 M N OF CSAH 29 TO 0.7 M EOF CSAH 24
920 Present AADT 920
2015 Year of Count 2015
1 Projection Factor 1
920 Projected Traffic 920
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 011-601-022 RECONST Comments 2014 SAP 011-601-022 RECONST
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.6 * 468839.66 / 60 * 25 *1.1
$558,701
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.6 * 2112 * 48.87 / 20 * 25 $335,444
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.6 * 51.09 / 60 * 25 $55
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $558,701 + $335,444+ $55
$894,200
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-601-072
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.7 MI E TO 1.1 MI NE OF CSAH 24 Termini 0.7 MI E TO 1.1 MI NE OF CSAH 24
920 Present AADT 920
2015 Year of Count 2015
1 Projection Factor 1
920 Projected Traffic 920
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 011-601-025 BR# 11530
2014 SAP 011-601-022 RECONST
Comments 2014 SAP 011-601-025 BR# 11530
2014 SAP 011-601-022 RECONST
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
11530 Structure Number 11530
19.11 Milepoint 19.11
2014 Year Built 2014
Stoney Brook Feature Crossed Stoney Brook
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Spans 1
57 Bridge Length 57
35.33 Bridge Width 35.33
100% Shared Structure 100%
REPLACED BR 7223 Comments REPLACED BR 7223
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.4 * 468839.66 / 60 * 25 *1.1
$85,954
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 48.87 / 20 * 25 $51,607
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 51.09 / 60 * 25 $9
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
57 * 35.33 * 152 / 80 * 25 *1.15
$110,004
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $85,954 + $51,607 +$9 + $110,004
$247,574
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-601-074
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.4 Segment Length 3.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.1 MI NE OF CSAH 24 TO 0.1 MI SOF CSAH 28
Termini 1.1 MI NE OF CSAH 24 TO 0.1 MI SOF CSAH 28
920 Present AADT 920
2015 Year of Count 2015
1 Projection Factor 1
920 Projected Traffic 920
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 011-601-022 TWOCULVERTS AND RECONSTRUCT
Comments 2014 SAP 011-601-022 TWOCULVERTS AND RECONSTRUCT
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
11J15 Structure Number 11J15
23.2 Milepoint 23.2
2014 Year Built 2014
Feature Crossed
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
12 Culvert Width 12
6 Culvert Height 6
78 Culvert Length 78
72 Area of Waterway Opening 72
100% Shared Structure 100%
REPLACED BR88229. ENTEREDTO MATCH BR LOG
Comments REPLACED BR88229. ENTEREDTO MATCH BR LOG
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
11J14 Structure Number 11J14
22.44 Milepoint 22.44
2014 Year Built 2014
Mayo Creek Feature Crossed Mayo Creek
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
10 Culvert Width 10
8 Culvert Height 8
74 Culvert Length 74
160 Area of Waterway Opening 160
100% Shared Structure 100%
REPLACED BR 7171. PLAN & BRLOG SHOW 74FT LENGTH
Comments REPLACED BR 7171. PLAN & BRLOG SHOW 74FT LENGTH
1 Culvert Group Code 1
Segment Cost
Information
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.4 * 468839.66 / 60 * 25 *1.1
$730,608
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.4 * 2112 * 48.87 / 20 * 25 $438,657
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.4 * 51.09 / 60 * 25 $72
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
78 * 72 * 15.47 / 100 * 25 *1.15
$24,978
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
74 * 160 * 15.47 / 100 * 25 *1.15
$52,660
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $730,608 + $438,657+ $72 + $24,978 + $52,660
$1,246,975
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-601-076
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.1 MI S TO 0.3 MI E OF CSAH 28 Termini 0.1 MI S TO 0.3 MI E OF CSAH 28
840 Present AADT 840
2015 Year of Count 2015
1 Projection Factor 1
840 Projected Traffic 840
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 011-601-022 RECONST Comments 2014 SAP 011-601-022 RECONST
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.4 * 468839.66 / 60 * 25 *1.1
$85,954
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 48.87 / 20 * 25 $51,607
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 51.09 / 60 * 25 $9
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $85,954 + $51,607 +$9
$137,570
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-601-078
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.3 MI E TO 0.8 MI E OF CSAH 28 Termini 0.3 MI E TO 0.8 MI E OF CSAH 28
840 Present AADT 840
2015 Year of Count 2015
1 Projection Factor 1
840 Projected Traffic 840
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1987 Latest Year SA funds 1987
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
88229 Structure Number 88229
23.33 Milepoint 23.33
1955 Year Built 1955
STREAM Feature Crossed STREAM
Type of Service
2 Number of Barrels 2
Culvert Width
Culvert Height
34 Culvert Length 34
60.00013138 Area of Waterway Opening 60.00013138
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 468839.66 / 60 * 25 *1.1
$107,442
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 48.87 / 20 * 25 $64,508
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 51.09 / 60 * 25 $11
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
34 * 60.00013138 * 15.47 /100 * 25 * 1.15
$9,073
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $107,442 + $64,508 +$11 + $9,073
$181,034
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-601-080
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.2 Segment Length 5.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.8 MI E OF CSAH 28 TO CR 171 Termini 0.8 MI E OF CSAH 28 TO CR 171
870 Present AADT 870
2015 Year of Count 2015
1 Projection Factor 1
870 Projected Traffic 870
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2010, SP 11-601-017 Comments 2010, SP 11-601-017
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
88230 Structure Number 88230
24.62 Milepoint 24.62
1955 Year Built 1955
STREAM Feature Crossed STREAM
Type of Service
3 Number of Barrels 3
6 Culvert Width 6
5 Culvert Height 5
34 Culvert Length 34
71.9997271 Area of Waterway Opening 71.9997271
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.2 * 468839.66 / 60 * 25 *1.1
$1,117,401
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.2 * 2112 * 48.87 / 20 * 25 $670,887
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.2 * 51.09 / 60 * 25 $111
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
34 * 71.9997271 * 15.47 /100 * 25 * 1.15
$10,888
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,117,401 + $670,887+ $111 + $10,888
$1,799,287
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-601-088
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.9 Segment Length 0.9
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CR 171 TO SW LIM PINE RIVER Termini CR 171 TO SW LIM PINE RIVER
870 Present AADT 870
2015 Year of Count 2015
1 Projection Factor 1
870 Projected Traffic 870
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
GRADED 2010, SP 11-601-017 Comments GRADED 2010, SP 11-601-017
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
11501 Structure Number 11501
29.97 Milepoint 29.97
1961 Year Built 1961
S FK PINE RIVER Feature Crossed S FK PINE RIVER
Type of Service
Number of Spans
78.1 Bridge Length 78.1
29.6 Bridge Width 29.6
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.9 * 468839.66 / 60 * 25 *1.1
$193,396
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.9 * 2112 * 48.87 / 20 * 25 $116,115
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.9 * 51.09 / 60 * 25 $19
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
78.1 * 29.6 * 152 / 80 * 25 *1.15
$126,280
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $193,396 + $116,115+ $19 + $126,280
$435,810
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-601-090
Original Current
PINE RIVER Municipality PINE RIVER
0.28 Segment Length 0.28
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SW LIM PINE RIVER TO 0.28 MI ONRDGE AVE
Termini SW LIM PINE RIVER TO 0.28 MI ONRDGE AVE
870 Present AADT 870
2015 Year of Count 2015
1 Projection Factor 1
870 Projected Traffic 870
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
GRADED 2010, SP 11-601-017 Comments GRADED 2010, SP 11-601-017
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.28 * 1369859.45 / 60 * 25* 1.15
$183,789
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.28 * 2904 * 48.87 / 15 * 25 $66,229
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.28 * 71309.22 / 60 * 25 $8,319
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $183,789 + $66,229 +$8,319
$258,337
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-601-091
Original Current
PINE RIVER Municipality PINE RIVER
0.19 Segment Length 0.19
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.28 MI N OF SW LIM PINE RIVERTO TH 371
Termini 0.28 MI N OF SW LIM PINE RIVERTO TH 371
1400 Present AADT 1400
2015 Year of Count 2015
1 Projection Factor 1
1400 Projected Traffic 1400
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
GRADED 2010, SP 11-601-017 Comments GRADED 2010, SP 11-601-017
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.19 * 1369859.45 / 60 * 25* 1.15
$124,714
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.19 * 2904 * 48.87 / 15 * 25 $44,941
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.19 * 71309.22 / 60 * 25 $5,645
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $124,714 + $44,941 +$5,645
$175,300
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-602-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
8 Segment Length 8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 64 TO CSAH 25 Termini TH 64 TO CSAH 25
570 Present AADT 570
2015 Year of Count 2015
1 Projection Factor 1
570 Projected Traffic 570
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2002 Latest Year SA funds 2002
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
8 * 468839.66 / 60 * 25 * 1.1 $1,719,079
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
8 * 2112 * 48.87 / 20 * 25 $1,032,134
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
8 * 51.09 / 60 * 25 $170
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,719,079 +$1,032,134 + $170
$2,751,383
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-602-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.8 Segment Length 5.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 25 TO WEST LIMS PINERIVER
Termini CSAH 25 TO WEST LIMS PINERIVER
1800 Present AADT 1800
2015 Year of Count 2015
1 Projection Factor 1
1800 Projected Traffic 1800
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
11515 Structure Number 11515
9.9 Milepoint 9.9
1998 Year Built 1998
S FK PINE RIVER Feature Crossed S FK PINE RIVER
Type of Service
Number of Spans
65.2 Bridge Length 65.2
46.5 Bridge Width 46.5
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
11J01 Structure Number 11J01
8.19 Milepoint 8.19
1998 Year Built 1998
BUNGO CREEK Feature Crossed BUNGO CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
12 Culvert Width 12
6 Culvert Height 6
168 Culvert Length 168
144.00053059 Area of Waterway Opening 144.00053059
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.8 * 832238.66 / 60 * 25 *1.1
$2,212,368
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.8 * 2376 * 48.87 / 20 * 25 $841,835
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.8 * 49526.15 / 60 * 25 $119,688
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
65.2 * 46.5 * 152 / 80 * 25 *1.15
$165,612
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
168 * 144.00053059 * 15.47/ 100 * 25 * 1.15
$107,597
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $2,212,368 + $841,835+ $119,688 + $165,612 +$107,597
$3,447,100
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-602-030
Original Current
PINE RIVER Municipality PINE RIVER
0.44 Segment Length 0.44
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W LIMITS PINE RIVER TO TH 371 Termini W LIMITS PINE RIVER TO TH 371
1800 Present AADT 1800
2015 Year of Count 2015
1 Projection Factor 1
1800 Projected Traffic 1800
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.44 * 832238.66 / 60 * 25 *1.1
$167,835
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.44 * 2376 * 48.87 / 20 * 25 $63,863
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.44 * 49526.15 / 60 * 25 $9,080
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $167,835 + $63,863 +$9,080
$240,778
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-602-040
Original Current
PINE RIVER Municipality PINE RIVER
0.16 Segment Length 0.16
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 84 TO 0.16 M S ON 5TH PINE R Termini TH 84 TO 0.16 M S ON 5TH PINE R
2250 Present AADT 2250
2015 Year of Count 2015
1 Projection Factor 1
2250 Projected Traffic 2250
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1992 Latest Year SA funds 1992
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.16 * 1369859.45 / 60 * 25* 1.15
$105,023
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.16 * 2904 * 48.87 / 15 * 25 $37,845
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.16 * 71309.22 / 60 * 25 $4,754
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $105,023 + $37,845 +$4,754
$147,622
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-602-050
Original Current
PINE RIVER Municipality PINE RIVER
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
5TH STREET TO E LIMITS PINERIVER
Termini 5TH STREET TO E LIMITS PINERIVER
1550 Present AADT 1550
2015 Year of Count 2015
1 Projection Factor 1
1550 Projected Traffic 1550
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1992 Latest Year SA funds 1992
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 1369859.45 / 60 * 25 *1.15
$328,195
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2904 * 48.87 / 15 * 25 $118,265
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 71309.22 / 60 * 25 $14,856
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $328,195 + $118,265+ $14,856
$461,316
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-602-060
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIMS TO W LIMS PINE RIVER(OUTSIDE)
Termini E LIMS TO W LIMS PINE RIVER(OUTSIDE)
1550 Present AADT 1550
2015 Year of Count 2015
1 Projection Factor 1
1550 Projected Traffic 1550
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1992 Latest Year SA funds 1992
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.2 * 832238.66 / 60 * 25 *1.1
$76,289
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2376 * 48.87 / 20 * 25 $29,029
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 49526.15 / 60 * 25 $4,127
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $76,289 + $29,029 +$4,127
$109,445
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-602-070
Original Current
PINE RIVER Municipality PINE RIVER
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W LIMS TO E LIMS PINE RIVER Termini W LIMS TO E LIMS PINE RIVER
1550 Present AADT 1550
2015 Year of Count 2015
1 Projection Factor 1
1550 Projected Traffic 1550
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1992 Latest Year SA funds 1992
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 832238.66 / 60 * 25 *1.1
$114,433
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2376 * 48.87 / 20 * 25 $43,543
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 49526.15 / 60 * 25 $6,191
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $114,433 + $43,543 +$6,191
$164,167
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-602-080
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.6 Segment Length 1.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIMS PINE RIVER TO E CO LINE Termini E LIMS PINE RIVER TO E CO LINE
1550 Present AADT 1550
2015 Year of Count 2015
1 Projection Factor 1
1550 Projected Traffic 1550
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1992 Latest Year SA funds 1992
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.6 * 832238.66 / 60 * 25 *1.1
$610,308
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2376 * 48.87 / 20 * 25 $232,230
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 49526.15 / 60 * 25 $33,017
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $610,308 + $232,230+ $33,017
$875,555
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-603-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NO JCT MISS RIVER TO 0.2 MI SO Termini NO JCT MISS RIVER TO 0.2 MI SO
265 Present AADT 265
2015 Year of Count 2015
1 Projection Factor 1
265 Projected Traffic 265
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1984 Latest Year SA funds 1984
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
11511 Structure Number 11511
0 Milepoint 0
1979 Year Built 1979
MISSISSIPPI RIVER Feature Crossed MISSISSIPPI RIVER
Type of Service
0 Number of Spans 0
247.6 Bridge Length 247.6
35.3 Bridge Width 35.3
50% Shared Structure 50%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.2 * 468839.66 / 60 * 25 *1.1
$42,977
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2112 * 48.87 / 20 * 25 $25,803
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 51.09 / 60 * 25 $4
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost *PercentOfCost
247.6 * 35.3 * 138 / 80 * 25* 1.15 * 50%
$216,732
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $42,977 + $25,803 +$4 + $216,732
$285,516
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-603-011
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.2 Segment Length 3.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.2 MI SO TO 3.4 MI SO NO JCTMISS RIVER
Termini 0.2 MI SO TO 3.4 MI SO NO JCTMISS RIVER
265 Present AADT 265
2015 Year of Count 2015
1 Projection Factor 1
265 Projected Traffic 265
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1984 Latest Year SA funds 1984
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.2 * 468839.66 / 60 * 25 *1.1
$687,632
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.2 * 2112 * 48.87 / 20 * 25 $412,854
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.2 * 51.09 / 60 * 25 $68
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $687,632 + $412,854+ $68
$1,100,554
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-603-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
3.4 MI SO OF NO JCT MISS RIVERTO CSAH 74
Termini 3.4 MI SO OF NO JCT MISS RIVERTO CSAH 74
265 Present AADT 265
2015 Year of Count 2015
1 Projection Factor 1
265 Projected Traffic 265
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1984 Latest Year SA funds 1984
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 468839.66 / 60 * 25 * 1.1 $859,539
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 48.87 / 20 * 25 $516,067
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 51.09 / 60 * 25 $85
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $859,539 + $516,067+ $85
$1,375,691
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-603-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.7 Segment Length 0.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 74 TO SO JCT MISS RIVER Termini CSAH 74 TO SO JCT MISS RIVER
265 Present AADT 265
2015 Year of Count 2015
1 Projection Factor 1
265 Projected Traffic 265
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1984 Latest Year SA funds 1984
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
31512 Structure Number 31512
8.1 Milepoint 8.1
1974 Year Built 1974
MISSISSIPPI RIVER Feature Crossed MISSISSIPPI RIVER
Type of Service
0 Number of Spans 0
245.6 Bridge Length 245.6
39.8 Bridge Width 39.8
50% Shared Structure 50%
SHARED W/ ITASCA CASH 18 Comments SHARED W/ ITASCA CASH 18
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.7 * 468839.66 / 60 * 25 *1.1
$150,419
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2112 * 48.87 / 20 * 25 $90,312
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 51.09 / 60 * 25 $15
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost *PercentOfCost
245.6 * 39.8 * 138 / 80 * 25* 1.15 * 50%
$242,386
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $150,419 + $90,312 +$15 + $242,386
$483,132
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-604-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 8 TO CO RD 172 Termini CSAH 8 TO CO RD 172
145 Present AADT 145
2015 Year of Count 2015
1 Projection Factor 1
145 Projected Traffic 145
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 234419.83 / 60 * 25 * 1.1 $107,442
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 546 * 10.3 / 2 * 25 $70,298
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$107,442 + $70,298 + $0 $177,740
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-604-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.5 Segment Length 1.5
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CO RD 172 TO CSAH 63 Termini CO RD 172 TO CSAH 63
145 Present AADT 145
2015 Year of Count 2015
1 Projection Factor 1
145 Projected Traffic 145
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.5 * 234419.83 / 60 * 25 *1.1
$161,164
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.5 * 546 * 10.3 / 2 * 25 $105,446
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.5 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$161,164 + $105,446 + $0 $266,610
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-604-030
Original Current
BOY RIVER Municipality BOY RIVER
0.35 Segment Length 0.35
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 63 TO 0.35 MI S Termini CSAH 63 TO 0.35 MI S
345 Present AADT 345
2015 Year of Count 2015
1 Projection Factor 1
345 Projected Traffic 345
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1991 Latest Year SA funds 1991
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.35 * 468839.66 / 60 * 25 *1.1
$75,210
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.35 * 2112 * 48.87 / 20 * 25 $45,156
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.35 * 51.09 / 60 * 25 $7
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $75,210 + $45,156 +$7
$120,373
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-604-040
Original Current
BOY RIVER Municipality BOY RIVER
0.31 Segment Length 0.31
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.35 MILES SOUTH OF CSAH 63 TOEAST THIRD STREET
Termini 0.35 MILES SOUTH OF CSAH 63 TOEAST THIRD STREET
345 Present AADT 345
2015 Year of Count 2015
1 Projection Factor 1
345 Projected Traffic 345
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 011-604-016 M&OL Comments 2013 SAP 011-604-016 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.31 * 468839.66 / 60 * 25 *1.1
$66,614
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.31 * 2112 * 48.87 / 20 * 25 $39,995
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.31 * 51.09 / 60 * 25 $7
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $66,614 + $39,995 +$7
$106,616
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-604-050
Original Current
BOY RIVER Municipality BOY RIVER
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
EAST END THIRD STREET TOEAST LIMITS BOY RIVER
Termini EAST END THIRD STREET TOEAST LIMITS BOY RIVER
345 Present AADT 345
2015 Year of Count 2015
1 Projection Factor 1
345 Projected Traffic 345
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 011-604-016 M&OL Comments 2013 SAP 011-604-016 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 468839.66 / 60 * 25 *1.1
$64,465
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 48.87 / 20 * 25 $38,705
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 51.09 / 60 * 25 $6
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $64,465 + $38,705 +$6
$103,176
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-604-060
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5 Segment Length 5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIMS BOY RIVER TO CSAH 65 Termini E LIMS BOY RIVER TO CSAH 65
345 Present AADT 345
2015 Year of Count 2015
1 Projection Factor 1
345 Projected Traffic 345
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2002 Latest Year SA funds 2002
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5 * 468839.66 / 60 * 25 * 1.1 $1,074,424
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5 * 2112 * 48.87 / 20 * 25 $645,084
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5 * 51.09 / 60 * 25 $106
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,074,424 + $645,084+ $106
$1,719,614
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-604-070
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
8.8 Segment Length 8.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 65 TO CR 130 Termini CSAH 65 TO CR 130
225 Present AADT 225
2015 Year of Count 2015
1 Projection Factor 1
225 Projected Traffic 225
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 SAP 011-604-017 RECONST N5.8 MILES OF SEGMENT.
2013 SAP 011-604-015 RECONST;
Comments 2015 SAP 011-604-017 RECONST N5.8 MILES OF SEGMENT.
2013 SAP 011-604-015 RECONST;
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
8.8 * 468839.66 / 60 * 25 *1.1
$1,890,987
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
8.8 * 2112 * 48.87 / 20 * 25 $1,135,348
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
8.8 * 51.09 / 60 * 25 $187
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,890,987 +$1,135,348 + $187
$3,026,522
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-604-075
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.9 Segment Length 1.9
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CR 130 TO NO LIM REMER Termini CR 130 TO NO LIM REMER
600 Present AADT 600
2015 Year of Count 2015
1 Projection Factor 1
600 Projected Traffic 600
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 011-604-015 RECONST
SP 11-604-14, 2008 GRADE, BASE,SURF
Comments 2013 SAP 011-604-015 RECONST
SP 11-604-14, 2008 GRADE, BASE,SURF
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.9 * 468839.66 / 60 * 25 *1.1
$408,281
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.9 * 2112 * 48.87 / 20 * 25 $245,132
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.9 * 51.09 / 60 * 25 $40
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $408,281 + $245,132+ $40
$653,453
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-604-080
Original Current
REMER Municipality REMER
0.72 Segment Length 0.72
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
N LIM REMER TO TH 200 Termini N LIM REMER TO TH 200
600 Present AADT 600
2015 Year of Count 2015
1 Projection Factor 1
600 Projected Traffic 600
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SP 11-604-14, 2008 GRADE, BASE,SURF
Comments SP 11-604-14, 2008 GRADE, BASE,SURF
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.72 * 468839.66 / 60 * 25 *1.1
$154,717
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.72 * 2112 * 48.87 / 20 * 25 $92,892
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.72 * 51.09 / 60 * 25 $15
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $154,717 + $92,892 +$15
$247,624
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-605-010
Original Current
HACKENSACK Municipality HACKENSACK
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 371 TO E LIM HACKENSACK Termini TH 371 TO E LIM HACKENSACK
2100 Present AADT 2100
2015 Year of Count 2015
1 Projection Factor 1
2100 Projected Traffic 2100
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 832238.66 / 60 * 25 *1.1
$114,433
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2376 * 48.87 / 20 * 25 $43,543
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 49526.15 / 60 * 25 $6,191
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $114,433 + $43,543 +$6,191
$164,167
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-605-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.1 Segment Length 4.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIM HACKENSACK TO 0.6 MI WOF CSAH 46
Termini E LIM HACKENSACK TO 0.6 MI WOF CSAH 46
2100 Present AADT 2100
2015 Year of Count 2015
1 Projection Factor 1
2100 Projected Traffic 2100
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.1 * 832238.66 / 60 * 25 *1.1
$1,563,915
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.1 * 2376 * 48.87 / 20 * 25 $595,090
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.1 * 49526.15 / 60 * 25 $84,607
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,563,915 + $595,090+ $84,607
$2,243,612
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-605-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.6 Segment Length 0.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.6 MI WEST TO CSAH 46 Termini 0.6 MI WEST TO CSAH 46
2100 Present AADT 2100
2015 Year of Count 2015
1 Projection Factor 1
2100 Projected Traffic 2100
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.6 * 832238.66 / 60 * 25 *1.1
$228,866
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2376 * 48.87 / 20 * 25 $87,086
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 49526.15 / 60 * 25 $12,382
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $228,866 + $87,086 +$12,382
$328,334
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-605-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.9 Segment Length 4.9
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.2 MILE WEST OF CSAH 46 TOCSAH 11
Termini 0.2 MILE WEST OF CSAH 46 TOCSAH 11
1900 Present AADT 1900
2015 Year of Count 2015
1 Projection Factor 1
1900 Projected Traffic 1900
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1994 Latest Year SA funds 1994
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
92571 Structure Number 92571
9.74 Milepoint 9.74
1969 Year Built 1969
BOY RIVER Feature Crossed BOY RIVER
Type of Service
1 Number of Barrels 1
Culvert Width
Culvert Height
120 Culvert Length 120
208.00052721 Area of Waterway Opening 208.00052721
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.9 * 832238.66 / 60 * 25 *1.1
$1,869,069
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.9 * 2376 * 48.87 / 20 * 25 $711,205
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.9 * 49526.15 / 60 * 25 $101,116
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
120 * 208.00052721 * 15.47/ 100 * 25 * 1.15
$111,013
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,869,069 + $711,205+ $101,116 + $111,013
$2,792,403
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-605-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.7 Segment Length 0.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
JCT CSAH 11 TO 0.7 MI NE Termini JCT CSAH 11 TO 0.7 MI NE
690 Present AADT 690
2015 Year of Count 2015
1 Projection Factor 1
690 Projected Traffic 690
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1994 Latest Year SA funds 1994
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.7 * 468839.66 / 60 * 25 *1.1
$150,419
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2112 * 48.87 / 20 * 25 $90,312
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 51.09 / 60 * 25 $15
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $150,419 + $90,312 +$15
$240,746
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-605-051
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.5 Segment Length 2.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.7 MI NE CSAH 11 TO 3.2 MI NECSAH 11
Termini 0.7 MI NE CSAH 11 TO 3.2 MI NECSAH 11
690 Present AADT 690
2015 Year of Count 2015
1 Projection Factor 1
690 Projected Traffic 690
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1994 Latest Year SA funds 1994
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.5 * 468839.66 / 60 * 25 *1.1
$537,212
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.5 * 2112 * 48.87 / 20 * 25 $322,542
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.5 * 51.09 / 60 * 25 $53
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $537,212 + $322,542+ $53
$859,807
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-605-052
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.4 Segment Length 5.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
3.2 MI NE OF CSAH 11 TO NW LIMLONGVILLE
Termini 3.2 MI NE OF CSAH 11 TO NW LIMLONGVILLE
990 Present AADT 990
2015 Year of Count 2015
1 Projection Factor 1
990 Projected Traffic 990
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1994 Latest Year SA funds 1994
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.4 * 468839.66 / 60 * 25 *1.1
$1,160,378
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.4 * 2112 * 48.87 / 20 * 25 $696,691
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.4 * 51.09 / 60 * 25 $115
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,160,378 + $696,691+ $115
$1,857,184
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-605-060
Original Current
LONGVILLE Municipality LONGVILLE
0.58 Segment Length 0.58
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NORTHWEST LIMITS LONGVILLETO 0.58 MILES EAST
Termini NORTHWEST LIMITS LONGVILLETO 0.58 MILES EAST
990 Present AADT 990
2015 Year of Count 2015
1 Projection Factor 1
990 Projected Traffic 990
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2002 Latest Year SA funds 2002
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.58 * 1369859.45 / 60 * 25* 1.15
$380,707
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.58 * 2904 * 48.87 / 15 * 25 $137,188
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.58 * 71309.22 / 60 * 25 $17,233
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $380,707 + $137,188+ $17,233
$535,128
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-605-070
Original Current
LONGVILLE Municipality LONGVILLE
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.58 M E OF NW LIM TO TH 84 Termini 0.58 M E OF NW LIM TO TH 84
1450 Present AADT 1450
2015 Year of Count 2015
1 Projection Factor 1
1450 Projected Traffic 1450
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2002 Latest Year SA funds 2002
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.1 * 1369859.45 / 60 * 25 *1.15
$65,639
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2904 * 48.87 / 15 * 25 $23,653
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 71309.22 / 60 * 25 $2,971
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $65,639 + $23,653 +$2,971
$92,263
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-606-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.9 Segment Length 3.9
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CO LINE TO 3.9 MI E Termini W CO LINE TO 3.9 MI E
410 Present AADT 410
2015 Year of Count 2015
1 Projection Factor 1
410 Projected Traffic 410
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1979 Latest Year SA funds 1979
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.9 * 468839.66 / 60 * 25 *1.1
$838,051
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.9 * 2112 * 48.87 / 20 * 25 $503,166
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.9 * 51.09 / 60 * 25 $83
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $838,051 + $503,166+ $83
$1,341,300
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-606-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.5 Segment Length 4.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
3.9 MI E OF W CO LINE TO TH 371 Termini 3.9 MI E OF W CO LINE TO TH 371
750 Present AADT 750
2015 Year of Count 2015
1 Projection Factor 1
750 Projected Traffic 750
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONSTRUCTED SAP 11-606-07IN 2004
Comments RECONSTRUCTED SAP 11-606-07IN 2004
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
11520 Structure Number 11520
7.95 Milepoint 7.95
2002 Year Built 2002
Boy River Feature Crossed Boy River
Type of Service
Number of Spans
59.2 Bridge Length 59.2
39.3 Bridge Width 39.3
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.5 * 468839.66 / 60 * 25 *1.1
$966,982
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.5 * 2112 * 48.87 / 20 * 25 $580,576
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.5 * 51.09 / 60 * 25 $96
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
59.2 * 39.3 * 152 / 80 * 25 *1.15
$127,088
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $966,982 + $580,576+ $96 + $127,088
$1,674,742
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-607-010
Original Current
LONGVILLE Municipality LONGVILLE
0.31 Segment Length 0.31
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 84 TO CSAH 54 Termini TH 84 TO CSAH 54
1700 Present AADT 1700
2015 Year of Count 2015
1 Projection Factor 1
1700 Projected Traffic 1700
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 SAP 011-607-012.RECONSTRUCTION
Comments 2015 SAP 011-607-012.RECONSTRUCTION
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.31 * 1369859.45 / 60 * 25* 1.15
$203,481
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.31 * 2904 * 48.87 / 15 * 25 $73,325
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.31 * 71309.22 / 60 * 25 $9,211
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $203,481 + $73,325 +$9,211
$286,017
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-607-011
Original Current
LONGVILLE Municipality LONGVILLE
0.14 Segment Length 0.14
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 54 TO E LIM LONGVILLE Termini CSAH 54 TO E LIM LONGVILLE
1250 Present AADT 1250
2015 Year of Count 2015
1 Projection Factor 1
1250 Projected Traffic 1250
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONSTRUCTED SAP 11-607-08IN 2004
Comments RECONSTRUCTED SAP 11-607-08IN 2004
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.14 * 468839.66 / 60 * 25 *1.1
$30,084
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.14 * 2112 * 48.87 / 20 * 25 $18,062
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.14 * 51.09 / 60 * 25 $3
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $30,084 + $18,062 +$3
$48,149
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-607-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.8 Segment Length 1.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIM LONGVILLE TO 1.8 MI E Termini E LIM LONGVILLE TO 1.8 MI E
1250 Present AADT 1250
2015 Year of Count 2015
1 Projection Factor 1
1250 Projected Traffic 1250
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONSTRUCTED SAP 11-607-08IN 2004
Comments RECONSTRUCTED SAP 11-607-08IN 2004
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
11521 Structure Number 11521
1.31 Milepoint 1.31
2002 Year Built 2002
Boy River Feature Crossed Boy River
Type of Service
Number of Spans
84.6 Bridge Length 84.6
43.3 Bridge Width 43.3
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.8 * 468839.66 / 60 * 25 *1.1
$386,793
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.8 * 2112 * 48.87 / 20 * 25 $232,230
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.8 * 51.09 / 60 * 25 $38
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
84.6 * 43.3 * 152 / 80 * 25 *1.15
$200,101
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $386,793 + $232,230+ $38 + $200,101
$819,162
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-607-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.6 Segment Length 2.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.80 MI E OF E LIM LONGVILLE TOCR 129
Termini 1.80 MI E OF E LIM LONGVILLE TOCR 129
770 Present AADT 770
2015 Year of Count 2015
1 Projection Factor 1
770 Projected Traffic 770
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONSTRUCTED SAP 11-607-08IN 2004
Comments RECONSTRUCTED SAP 11-607-08IN 2004
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
11505 Structure Number 11505
3.99 Milepoint 3.99
1964 Year Built 1964
INGUADONA BAY Feature Crossed INGUADONA BAY
Type of Service
Number of Spans
56 Bridge Length 56
30.6 Bridge Width 30.6
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.6 * 468839.66 / 60 * 25 *1.1
$558,701
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.6 * 2112 * 48.87 / 20 * 25 $335,444
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.6 * 51.09 / 60 * 25 $55
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
56 * 30.6 * 152 / 80 * 25 *1.15
$93,605
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $558,701 + $335,444+ $55 + $93,605
$987,805
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-607-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
8.4 Segment Length 8.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CR 129 TO TH 6 Termini CR 129 TO TH 6
510 Present AADT 510
2015 Year of Count 2015
1 Projection Factor 1
510 Projected Traffic 510
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1981 Latest Year SA funds 1981
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
8.4 * 468839.66 / 60 * 25 *1.1
$1,805,033
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
8.4 * 2112 * 48.87 / 20 * 25 $1,083,741
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
8.4 * 51.09 / 60 * 25 $179
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,805,033 +$1,083,741 + $179
$2,888,953
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-608-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 2 TO NORTH LIMITS BENA Termini TH 2 TO NORTH LIMITS BENA
1050 Present AADT 1050
2015 Year of Count 2015
1 Projection Factor 1
1050 Projected Traffic 1050
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1976 Latest Year SA funds 1976
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
097791J USDOT Number 097791J
0.05 Located at Milepoint 0.05
1 Mainline Tracks 1
SIGNALS ONLY Protection Type SIGNALS ONLY
1980 Last Year Protection Upgraded 1980
48 Crossing Length 48
Last Year Surfaced
100% Percentage of Cost 100%
Comments
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.1 * 468839.66 / 60 * 25 *1.1
$21,488
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2112 * 48.87 / 20 * 25 $12,902
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 51.09 / 60 * 25 $2
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
275000 / 25 * 25 $275,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
48 * 1350 / 25 * 25 $64,800
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $21,488 + $12,902 +$2 + $275,000 + $64,800
$374,192
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-608-020
Original Current
BENA Municipality BENA
0.76 Segment Length 0.76
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NO LIM TO SO LIM BENA Termini NO LIM TO SO LIM BENA
1050 Present AADT 1050
2015 Year of Count 2015
1 Projection Factor 1
1050 Projected Traffic 1050
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1976 Latest Year SA funds 1976
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.76 * 468839.66 / 60 * 25 *1.1
$163,312
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.76 * 2112 * 48.87 / 20 * 25 $98,053
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.76 * 51.09 / 60 * 25 $16
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $163,312 + $98,053 +$16
$261,381
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-608-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
6.4 Segment Length 6.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SO LIM BENA TO DIKE ATFEDERAL DAM
Termini SO LIM BENA TO DIKE ATFEDERAL DAM
680 Present AADT 680
2015 Year of Count 2015
1 Projection Factor 1
680 Projected Traffic 680
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6.4 * 468839.66 / 60 * 25 *1.1
$1,375,263
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6.4 * 2112 * 48.87 / 20 * 25 $825,708
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6.4 * 51.09 / 60 * 25 $136
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,375,263 + $825,708+ $136
$2,201,107
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-608-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
DIKE AT FED DAM TO BRIDGE NO.11504
Termini DIKE AT FED DAM TO BRIDGE NO.11504
680 Present AADT 680
2015 Year of Count 2015
1 Projection Factor 1
680 Projected Traffic 680
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1984 Latest Year SA funds 1984
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
11504 Structure Number 11504
14.775 Milepoint 14.775
1963 Year Built 1963
LEECH LAKE RIVER Feature Crossed LEECH LAKE RIVER
Type of Service
Number of Spans
130.3 Bridge Length 130.3
30.9 Bridge Width 30.9
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.2 * 468839.66 / 60 * 25 *1.1
$42,977
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2112 * 48.87 / 20 * 25 $25,803
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 51.09 / 60 * 25 $4
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
130.3 * 30.9 * 152 / 80 * 25* 1.15
$219,935
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $42,977 + $25,803 +$4 + $219,935
$288,719
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-608-050
Original Current
FEDERAL DAM Municipality FEDERAL DAM
0.7 Segment Length 0.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
BRIDGE NO. 11504 TO SO LIM FEDDAM
Termini BRIDGE NO. 11504 TO SO LIM FEDDAM
680 Present AADT 680
2015 Year of Count 2015
1 Projection Factor 1
680 Projected Traffic 680
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2009 Latest Year SA funds 2009
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2009 OVERLAY, SP 11-608-012 Comments 2009 OVERLAY, SP 11-608-012
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.7 * 468839.66 / 60 * 25 *1.1
$150,419
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2112 * 48.87 / 20 * 25 $90,312
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 51.09 / 60 * 25 $15
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $150,419 + $90,312 +$15
$240,746
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-608-060
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
8.4 Segment Length 8.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SO LIM FED DAM TO CO. RD. 157 Termini SO LIM FED DAM TO CO. RD. 157
690 Present AADT 690
2015 Year of Count 2015
1 Projection Factor 1
690 Projected Traffic 690
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 011-608-015 R&R BR
2010 OVERLAY, SAP 11-608-013
Comments 2013 SAP 011-608-015 R&R BR
2010 OVERLAY, SAP 11-608-013
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
11529 Structure Number 11529
8.556 Milepoint 8.556
2013 Year Built 2013
BOY RIVER Feature Crossed BOY RIVER
Type of Service
3 Number of Spans 3
142.5 Bridge Length 142.5
51.5 Bridge Width 51.5
100% Shared Structure 100%
2013 SAP 011-608-015 R&R BR Comments 2013 SAP 011-608-015 R&R BR
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
8.4 * 468839.66 / 60 * 25 *1.1
$1,805,033
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
8.4 * 2112 * 48.87 / 20 * 25 $1,083,741
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
8.4 * 51.09 / 60 * 25 $179
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
142.5 * 51.5 * 152 / 80 * 25* 1.15
$400,879
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,805,033 +$1,083,741 + $179 +$400,879
$3,289,832
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-608-070
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.6 Segment Length 5.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CO. RD. 157 SO TO TH 200 Termini CO. RD. 157 SO TO TH 200
690 Present AADT 690
2015 Year of Count 2015
1 Projection Factor 1
690 Projected Traffic 690
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2012 SAP 011-608-014 SA,STP ANDLOCAL FUNDS USED
Comments 2012 SAP 011-608-014 SA,STP ANDLOCAL FUNDS USED
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.6 * 468839.66 / 60 * 25 *1.1
$1,203,355
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.6 * 2112 * 48.87 / 20 * 25 $722,494
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.6 * 51.09 / 60 * 25 $119
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,203,355 + $722,494+ $119
$1,925,968
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-609-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
9 Segment Length 9
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 2 TO 0.2 MI W OF E COUNTYLINE
Termini TH 2 TO 0.2 MI W OF E COUNTYLINE
390 Present AADT 390
2015 Year of Count 2015
1 Projection Factor 1
390 Projected Traffic 390
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1995 Latest Year SA funds 1995
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
9 * 468839.66 / 60 * 25 * 1.1 $1,933,964
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
9 * 2112 * 48.87 / 20 * 25 $1,161,151
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
9 * 51.09 / 60 * 25 $192
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,933,964 +$1,161,151 + $192
$3,095,307
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-609-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.2 MI W TO E CO LINE(MISS. RIV.) Termini 0.2 MI W TO E CO LINE(MISS. RIV.)
390 Present AADT 390
2015 Year of Count 2015
1 Projection Factor 1
390 Projected Traffic 390
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1990 Latest Year SA funds 1990
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
5358 Structure Number 5358
9.15 Milepoint 9.15
1918 Year Built 1918
MISSISSIPPI RIVER (DAM) Feature Crossed MISSISSIPPI RIVER (DAM)
Type of Service
0 Number of Spans 0
169 Bridge Length 169
45.9 Bridge Width 45.9
50% Shared Structure 50%
SHARED W/ ITASCA CSAH 9 Comments SHARED W/ ITASCA CSAH 9
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.2 * 468839.66 / 60 * 25 *1.1
$42,977
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2112 * 48.87 / 20 * 25 $25,803
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 51.09 / 60 * 25 $4
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost *PercentOfCost
169 * 45.9 * 138 / 80 * 25 *1.15 * 50%
$192,352
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $42,977 + $25,803 +$4 + $192,352
$261,136
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-610-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.7 Segment Length 2.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 2 TO NO CO LINE Termini TH 2 TO NO CO LINE
420 Present AADT 420
2015 Year of Count 2015
1 Projection Factor 1
420 Projected Traffic 420
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.7 * 468839.66 / 60 * 25 *1.1
$580,189
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.7 * 2112 * 48.87 / 20 * 25 $348,345
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.7 * 51.09 / 60 * 25 $57
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $580,189 + $348,345+ $57
$928,591
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-611-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.8 Segment Length 3.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 5 TO TH 84 Termini CSAH 5 TO TH 84
570 Present AADT 570
2015 Year of Count 2015
1 Projection Factor 1
570 Projected Traffic 570
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
OVERLAY PROJECT COMPLETEDIN 2010. SAP 11-611-004
Comments OVERLAY PROJECT COMPLETEDIN 2010. SAP 11-611-004
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.8 * 468839.66 / 60 * 25 *1.1
$816,562
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.8 * 2112 * 48.87 / 20 * 25 $490,264
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.8 * 51.09 / 60 * 25 $81
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $816,562 + $490,264+ $81
$1,306,907
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-612-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
WEST CO LINE TO CSAH 37 Termini WEST CO LINE TO CSAH 37
600 Present AADT 600
2015 Year of Count 2015
1 Projection Factor 1
600 Projected Traffic 600
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1991 Latest Year SA funds 1991
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 468839.66 / 60 * 25 *1.1
$64,465
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 48.87 / 20 * 25 $38,705
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 51.09 / 60 * 25 $6
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $64,465 + $38,705 +$6
$103,176
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-612-011
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.4 Segment Length 2.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 37 TO 2.7 MI NE OF W COLINE
Termini CSAH 37 TO 2.7 MI NE OF W COLINE
600 Present AADT 600
2015 Year of Count 2015
1 Projection Factor 1
600 Projected Traffic 600
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1991 Latest Year SA funds 1991
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.4 * 468839.66 / 60 * 25 *1.1
$515,724
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.4 * 2112 * 48.87 / 20 * 25 $309,640
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.4 * 51.09 / 60 * 25 $51
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $515,724 + $309,640+ $51
$825,415
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-612-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.7 Segment Length 2.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
2.7 M NE W CO L TO W L WALKER Termini 2.7 M NE W CO L TO W L WALKER
600 Present AADT 600
2015 Year of Count 2015
1 Projection Factor 1
600 Projected Traffic 600
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1991 Latest Year SA funds 1991
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.7 * 468839.66 / 60 * 25 *1.1
$580,189
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.7 * 2112 * 48.87 / 20 * 25 $348,345
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.7 * 51.09 / 60 * 25 $57
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $580,189 + $348,345+ $57
$928,591
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-612-030
Original Current
WALKER Municipality WALKER
0.36 Segment Length 0.36
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W LIMS WALKER TO 0.07 MILESSO. OF TH 371
Termini W LIMS WALKER TO 0.07 MILESSO. OF TH 371
600 Present AADT 600
2015 Year of Count 2015
1 Projection Factor 1
600 Projected Traffic 600
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1991 Latest Year SA funds 1991
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.36 * 1369859.45 / 60 * 25* 1.15
$236,301
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.36 * 2904 * 48.87 / 15 * 25 $85,151
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.36 * 71309.22 / 60 * 25 $10,696
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $236,301 + $85,151 +$10,696
$332,148
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-612-031
Original Current
WALKER Municipality WALKER
0.07 Segment Length 0.07
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
FROM 0.07 MILES SO. OF TH 371TO TH 371.
Termini FROM 0.07 MILES SO. OF TH 371TO TH 371.
600 Present AADT 600
2015 Year of Count 2015
1 Projection Factor 1
600 Projected Traffic 600
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1991 Latest Year SA funds 1991
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.07 * 1369859.45 / 60 * 25* 1.15
$45,947
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2904 * 48.87 / 15 * 25 $16,557
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 71309.22 / 60 * 25 $2,080
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $45,947 + $16,557 +$2,080
$64,584
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-613-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
6.5 Segment Length 6.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 200 TO CSAH 72 Termini TH 200 TO CSAH 72
1450 Present AADT 1450
2015 Year of Count 2015
1 Projection Factor 1
1450 Projected Traffic 1450
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2003 Latest Year SA funds 2003
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
11518 Structure Number 11518
5.549 Milepoint 5.549
2003 Year Built 2003
ROOSEVELT CANAL Feature Crossed ROOSEVELT CANAL
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
90.5 Bridge Length 90.5
43.3 Bridge Width 43.3
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6.5 * 468839.66 / 60 * 25 *1.1
$1,396,751
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6.5 * 2112 * 48.87 / 20 * 25 $838,609
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6.5 * 51.09 / 60 * 25 $138
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
90.5 * 43.3 * 152 / 80 * 25 *1.15
$214,056
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,396,751 + $838,609+ $138 + $214,056
$2,449,554
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-614-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
FROM CSAH 2 TO W CITY LIMITSPINE RIVER
Termini FROM CSAH 2 TO W CITY LIMITSPINE RIVER
1050 Present AADT 1050
2015 Year of Count 2015
1 Projection Factor 1
1050 Projected Traffic 1050
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 1369859.45 / 60 * 25 *1.15
$196,917
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2904 * 48.87 / 15 * 25 $70,959
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 71309.22 / 60 * 25 $8,914
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $196,917 + $70,959 +$8,914
$276,790
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-614-020
Original Current
PINE RIVER Municipality PINE RIVER
0.25 Segment Length 0.25
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
FROM W CITY LIMITS PINE RIVERTO T.H. 371
Termini FROM W CITY LIMITS PINE RIVERTO T.H. 371
2250 Present AADT 2250
2015 Year of Count 2015
1 Projection Factor 1
2250 Projected Traffic 2250
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2001 Latest Year SA funds 2001
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.25 * 1369859.45 / 60 * 25* 1.15
$164,098
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.25 * 2904 * 48.87 / 15 * 25 $59,133
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.25 * 71309.22 / 60 * 25 $7,428
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $164,098 +$59,133 + $7,428
$265,815
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-615-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.1 Segment Length 3.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 1 TO 3.1 MILES EAST Termini CSAH 1 TO 3.1 MILES EAST
470 Present AADT 470
2015 Year of Count 2015
1 Projection Factor 1
470 Projected Traffic 470
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1994 Latest Year SA funds 1994
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.1 * 468839.66 / 60 * 25 *1.1
$666,143
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.1 * 2112 * 48.87 / 20 * 25 $399,952
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.1 * 51.09 / 60 * 25 $66
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $666,143 + $399,952+ $66
$1,066,161
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-615-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
3.1 M E OF CSAH 1 TO CSAH 77 Termini 3.1 M E OF CSAH 1 TO CSAH 77
470 Present AADT 470
2015 Year of Count 2015
1 Projection Factor 1
470 Projected Traffic 470
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1994 Latest Year SA funds 1994
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.4 * 468839.66 / 60 * 25 *1.1
$85,954
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 48.87 / 20 * 25 $51,607
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 51.09 / 60 * 25 $9
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $85,954 + $51,607 +$9
$137,570
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-617-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.5 Segment Length 5.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 1 TO E CO LINE Termini CSAH 1 TO E CO LINE
940 Present AADT 940
2015 Year of Count 2015
1 Projection Factor 1
940 Projected Traffic 940
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
011-617-005 REMOVED 2CULVERTS
Comments 011-617-005 REMOVED 2CULVERTS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.5 * 468839.66 / 60 * 25 *1.1
$1,181,867
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.5 * 2112 * 48.87 / 20 * 25 $709,592
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.5 * 51.09 / 60 * 25 $117
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,181,867 + $709,592+ $117
$1,891,576
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-618-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.2 Segment Length 2.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 210 TO SO LIMS E GULL LAKE Termini TH 210 TO SO LIMS E GULL LAKE
2200 Present AADT 2200
2015 Year of Count 2015
1 Projection Factor 1
2200 Projected Traffic 2200
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.2 * 832238.66 / 60 * 25 *1.1
$839,174
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.2 * 2376 * 48.87 / 20 * 25 $319,317
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.2 * 49526.15 / 60 * 25 $45,399
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $839,174 + $319,317+ $45,399
$1,203,890
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : CASS Segment Nbr : 011-618-020
Original Current
EAST GULL LAKE Municipality EAST GULL LAKE
1.2 Segment Length 1.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S LIM EAST GULL LAKE TO E JCTCSAH 77
Termini S LIM EAST GULL LAKE TO E JCTCSAH 77
2200 Present AADT 2200
2015 Year of Count 2015
1 Projection Factor 1
2200 Projected Traffic 2200
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 011-618-010 M&OL Comments 2016 SAP 011-618-010 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.2 * 832238.66 / 60 * 25 *1.1
$457,731
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.2 * 2376 * 48.87 / 20 * 25 $174,173
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.2 * 49526.15 / 60 * 25 $24,763
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $457,731 + $174,173+ $24,763
$656,667
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : CASS Segment Nbr : 011-618-030
Original Current
EAST GULL LAKE Municipality EAST GULL LAKE
0.58 Segment Length 0.58
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W JCT CSAH 77 TO 0.58 MI N Termini W JCT CSAH 77 TO 0.58 MI N
1100 Present AADT 1100
2015 Year of Count 2015
1 Projection Factor 1
1100 Projected Traffic 1100
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 011-618-010 M&OL Comments 2016 SAP 011-618-010 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.58 * 468839.66 / 60 * 25 *1.1
$124,633
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.58 * 2112 * 48.87 / 20 * 25 $74,830
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.58 * 51.09 / 60 * 25 $12
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $124,633 + $74,830 +$12
$199,475
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : CASS Segment Nbr : 011-618-040
Original Current
EAST GULL LAKE Municipality EAST GULL LAKE
0.13 Segment Length 0.13
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.58 MI N TO 0.71 MI N OF CSAH 77 Termini 0.58 MI N TO 0.71 MI N OF CSAH 77
1100 Present AADT 1100
2015 Year of Count 2015
1 Projection Factor 1
1100 Projected Traffic 1100
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 011-618-010 M&OL Comments 2016 SAP 011-618-010 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.13 * 468839.66 / 60 * 25 *1.1
$27,935
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.13 * 2112 * 48.87 / 20 * 25 $16,772
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.13 * 51.09 / 60 * 25 $3
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $27,935 + $16,772 +$3
$44,710
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-619-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
WEST COUNTY LINE TO TH 64 Termini WEST COUNTY LINE TO TH 64
90 Present AADT 90
2015 Year of Count 2015
1 Projection Factor 1
90 Projected Traffic 90
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 234419.83 / 60 * 25 * 1.1 $429,770
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 546 * 10.3 / 2 * 25 $281,190
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$429,770 + $281,190 + $0 $710,960
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-620-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
6.1 Segment Length 6.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CO LINE TO TH 64 Termini W CO LINE TO TH 64
270 Present AADT 270
2015 Year of Count 2015
1 Projection Factor 1
270 Projected Traffic 270
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1988 Latest Year SA funds 1988
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
92856 Structure Number 92856
3.28 Milepoint 3.28
1964 Year Built 1964
BEAVER CREEK Feature Crossed BEAVER CREEK
Type of Service
2 Number of Barrels 2
10 Culvert Width 10
7 Culvert Height 7
86 Culvert Length 86
55.00029983 Area of Waterway Opening 55.00029983
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6.1 * 468839.66 / 60 * 25 *1.1
$1,310,798
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6.1 * 2112 * 48.87 / 20 * 25 $787,002
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6.1 * 51.09 / 60 * 25 $130
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
86 * 55.00029983 * 15.47 /100 * 25 * 1.15
$21,037
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,310,798 + $787,002+ $130 + $21,037
$2,118,967
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-621-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.9 Segment Length 1.9
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
WEST COUNTY LINE TO TH 371 Termini WEST COUNTY LINE TO TH 371
340 Present AADT 340
2015 Year of Count 2015
1 Projection Factor 1
340 Projected Traffic 340
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.9 * 468839.66 / 60 * 25 *1.1
$408,281
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.9 * 2112 * 48.87 / 20 * 25 $245,132
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.9 * 51.09 / 60 * 25 $40
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $408,281 + $245,132+ $40
$653,453
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-622-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.6 Segment Length 2.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
WEST COUNTY LINE TO TH 371 Termini WEST COUNTY LINE TO TH 371
850 Present AADT 850
2015 Year of Count 2015
1 Projection Factor 1
850 Projected Traffic 850
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.6 * 468839.66 / 60 * 25 *1.1
$558,701
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.6 * 2112 * 48.87 / 20 * 25 $335,444
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.6 * 51.09 / 60 * 25 $55
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $558,701 + $335,444+ $55
$894,200
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-623-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CO LINE TO TH 64 Termini W CO LINE TO TH 64
245 Present AADT 245
2015 Year of Count 2015
1 Projection Factor 1
245 Projected Traffic 245
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1993 Latest Year SA funds 1993
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
92866 Structure Number 92866
2.26 Milepoint 2.26
1971 Year Built 1971
FARNHAM CREEK Feature Crossed FARNHAM CREEK
Type of Service
1 Number of Barrels 1
12 Culvert Width 12
7 Culvert Height 7
84 Culvert Length 84
63.99999662 Area of Waterway Opening 63.99999662
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 468839.66 / 60 * 25 * 1.1 $859,539
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 48.87 / 20 * 25 $516,067
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 51.09 / 60 * 25 $85
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
84 * 63.99999662 * 15.47 /100 * 25 * 1.15
$23,910
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $859,539 + $516,067+ $85 + $23,910
$1,399,601
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : CASS Segment Nbr : 011-624-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.4 Segment Length 5.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 64 TO 0.2 MI W CSAH 25 Termini TH 64 TO 0.2 MI W CSAH 25
175 Present AADT 175
2015 Year of Count 2015
1 Projection Factor 1
175 Projected Traffic 175
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 011-624-006 RC&OL Comments 2016 SAP 011-624-006 RC&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.4 * 468839.66 / 60 * 25 *1.1
$1,160,378
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.4 * 2112 * 48.87 / 20 * 25 $696,691
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.4 * 51.09 / 60 * 25 $115
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,160,378 + $696,691+ $115
$1,857,184
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : CASS Segment Nbr : 011-624-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
6.5 Segment Length 6.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.2 MILE WEST OF CSAH 25 TOCSAH 1
Termini 0.2 MILE WEST OF CSAH 25 TOCSAH 1
500 Present AADT 500
2015 Year of Count 2015
1 Projection Factor 1
500 Projected Traffic 500
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 011-624-006 RC&OL Comments 2016 SAP 011-624-006 RC&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6.5 * 468839.66 / 60 * 25 *1.1
$1,396,751
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6.5 * 2112 * 48.87 / 20 * 25 $838,609
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6.5 * 51.09 / 60 * 25 $138
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,396,751 + $838,609+ $138
$2,235,498
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-625-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
8.7 Segment Length 8.7
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
JCT CSAH 24 TO 5.0 MILES SOUTHOF CSAH 2
Termini JCT CSAH 24 TO 5.0 MILES SOUTHOF CSAH 2
185 Present AADT 185
2015 Year of Count 2015
1 Projection Factor 1
185 Projected Traffic 185
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
8.7 * 468839.66 / 60 * 25 *1.1
$1,869,498
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
8.7 * 2112 * 48.87 / 20 * 25 $1,122,446
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
8.7 * 51.09 / 60 * 25 $185
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,869,498 +$1,122,446 + $185
$2,992,129
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-625-011
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5 Segment Length 5
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
5.0 MI S OF CSAH 2 TO CSAH 2 Termini 5.0 MI S OF CSAH 2 TO CSAH 2
185 Present AADT 185
2015 Year of Count 2015
1 Projection Factor 1
185 Projected Traffic 185
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
5711 Structure Number 5711
9.25 Milepoint 9.25
1937 Year Built 1937
BUNGO CREEK Feature Crossed BUNGO CREEK
Type of Service
Number of Spans
20.5 Bridge Length 20.5
19.5 Bridge Width 19.5
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5 * 468839.66 / 60 * 25 * 1.1 $1,074,424
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5 * 2112 * 48.87 / 20 * 25 $645,084
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5 * 51.09 / 60 * 25 $106
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
20.5 * 19.5 * 152 / 80 * 25 *1.15
$21,836
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,074,424 + $645,084+ $106 + $21,836
$1,741,450
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-625-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
6 Segment Length 6
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 2 TO TH 371 Termini CSAH 2 TO TH 371
180 Present AADT 180
2015 Year of Count 2015
1 Projection Factor 1
180 Projected Traffic 180
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6 * 468839.66 / 60 * 25 * 1.1 $1,289,309
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6 * 2112 * 48.87 / 20 * 25 $774,101
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6 * 51.09 / 60 * 25 $128
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,289,309 + $774,101+ $128
$2,063,538
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-626-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
6 Segment Length 6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 28 TO CSAH 2 Termini CSAH 28 TO CSAH 2
185 Present AADT 185
2015 Year of Count 2015
1 Projection Factor 1
185 Projected Traffic 185
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1993 Latest Year SA funds 1993
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6 * 468839.66 / 60 * 25 * 1.1 $1,289,309
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6 * 2112 * 48.87 / 20 * 25 $774,101
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6 * 51.09 / 60 * 25 $128
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,289,309 + $774,101+ $128
$2,063,538
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-627-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2 Segment Length 2
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
FROM CSAH 25 TO TH 87 Termini FROM CSAH 25 TO TH 87
125 Present AADT 125
2015 Year of Count 2015
1 Projection Factor 1
125 Projected Traffic 125
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2 * 234419.83 / 60 * 25 * 1.1 $214,885
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 546 * 10.3 / 2 * 25 $140,595
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$214,885 + $140,595 + $0 $355,480
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-628-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 25 TO 0.3 MI W OF CSAH 26 Termini CSAH 25 TO 0.3 MI W OF CSAH 26
70 Present AADT 70
2015 Year of Count 2015
1 Projection Factor 1
70 Projected Traffic 70
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3 * 234419.83 / 60 * 25 * 1.1 $322,327
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 546 * 10.3 / 2 * 25 $210,893
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$322,327 + $210,893 + $0 $533,220
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-628-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.1 Segment Length 3.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.3 MI W OF CSAH 26 TO CSAH 1 Termini 0.3 MI W OF CSAH 26 TO CSAH 1
275 Present AADT 275
2015 Year of Count 2015
1 Projection Factor 1
275 Projected Traffic 275
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1993 Latest Year SA funds 1993
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.1 * 468839.66 / 60 * 25 *1.1
$666,143
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.1 * 2112 * 48.87 / 20 * 25 $399,952
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.1 * 51.09 / 60 * 25 $66
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $666,143 + $399,952+ $66
$1,066,161
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-629-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 1 TO W CORP LIMLAKESHORE
Termini CSAH 1 TO W CORP LIMLAKESHORE
600 Present AADT 600
2015 Year of Count 2015
1 Projection Factor 1
600 Projected Traffic 600
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3 * 468839.66 / 60 * 25 * 1.1 $644,655
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 48.87 / 20 * 25 $387,050
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 51.09 / 60 * 25 $64
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $644,655 + $387,050+ $64
$1,031,769
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-629-020
Original Current
LAKE SHORE Municipality LAKE SHORE
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CORP LIM OF LAKESHORE TO1.0 MI E
Termini W CORP LIM OF LAKESHORE TO1.0 MI E
600 Present AADT 600
2015 Year of Count 2015
1 Projection Factor 1
600 Projected Traffic 600
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 468839.66 / 60 * 25 * 1.1 $214,885
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 48.87 / 20 * 25 $129,017
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 51.09 / 60 * 25 $21
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $214,885 + $129,017+ $21
$343,923
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : CASS Segment Nbr : 011-629-030
Original Current
LAKE SHORE Municipality LAKE SHORE
2.7 Segment Length 2.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.0 MI E OF W LIM LAKE SHORETO E CO LINE
Termini 1.0 MI E OF W LIM LAKE SHORETO E CO LINE
760 Present AADT 760
2015 Year of Count 2015
1 Projection Factor 1
760 Projected Traffic 760
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 011-629-007 OL Comments 2016 SAP 011-629-007 OL
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
96182 Structure Number 96182
4.169 Milepoint 4.169
1985 Year Built 1985
STONY BROOK Feature Crossed STONY BROOK
Type of Service
3 Number of Barrels 3
10 Culvert Width 10
7 Culvert Height 7
82 Culvert Length 82
155.00016 Area of Waterway Opening 155.00016
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
96183 Structure Number 96183
5.572 Milepoint 5.572
1985 Year Built 1985
MAYO CREEK Feature Crossed MAYO CREEK
Type of Service
1 Number of Barrels 1
14 Culvert Width 14
10 Culvert Height 10
160 Culvert Length 160
98.99989386 Area of Waterway Opening 98.99989386
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.7 * 468839.66 / 60 * 25 *1.1
$580,189
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.7 * 2112 * 48.87 / 20 * 25 $348,345
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.7 * 51.09 / 60 * 25 $57
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
82 * 155.00016 * 15.47 /100 * 25 * 1.15
$56,529
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
160 * 98.99989386 * 15.47 /100 * 25 * 1.15
$70,450
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $580,189 + $348,345+ $57 + $56,529 + $70,450
$1,055,570
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-630-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
WEST COUNTY LINE TO COUNTYROAD 106
Termini WEST COUNTY LINE TO COUNTYROAD 106
70 Present AADT 70
2015 Year of Count 2015
1 Projection Factor 1
70 Projected Traffic 70
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 234419.83 / 60 * 25 * 1.1 $429,770
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 546 * 10.3 / 2 * 25 $281,190
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$429,770 + $281,190 + $0 $710,960
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-630-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2 Segment Length 2
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
COUNTY ROAD 106 TO TH 64 Termini COUNTY ROAD 106 TO TH 64
70 Present AADT 70
2015 Year of Count 2015
1 Projection Factor 1
70 Projected Traffic 70
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2 * 234419.83 / 60 * 25 * 1.1 $214,885
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 546 * 10.3 / 2 * 25 $140,595
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$214,885 + $140,595 + $0 $355,480
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-631-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
T.H.210 TO WEST LIM PILLAGER Termini T.H.210 TO WEST LIM PILLAGER
740 Present AADT 740
2015 Year of Count 2015
1 Projection Factor 1
740 Projected Traffic 740
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONSTRUCTED SAP 11-631-01 Comments RECONSTRUCTED SAP 11-631-01
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
11J07 Structure Number 11J07
2.886 Milepoint 2.886
2006 Year Built 2006
SEVEN MILE CREEK Feature Crossed SEVEN MILE CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
7 Culvert Height 7
50 Culvert Length 50
51.00043459 Area of Waterway Opening 51.00043459
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
RailRoadCrossingInformation
Status: Original
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
076278P USDOT Number 076278P
3.38 Located at Milepoint 3.38
1 Mainline Tracks 1
SIGNALS & GATES Protection Type SIGNALS & GATES
2005 Last Year Protection Upgraded 2005
56 Crossing Length 56
Last Year Surfaced
100% Percentage of Cost 100%
Comments
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 468839.66 / 60 * 25 * 1.1 $859,539
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 48.87 / 20 * 25 $516,067
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 51.09 / 60 * 25 $85
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
50 * 51.00043459 * 15.47 /100 * 25 * 1.15
$11,342
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
325000 / 25 * 25 $325,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
56 * 1350 / 25 * 25 $75,600
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + RR CrossingProtection + RR CrossingSurface
$0 + $859,539 + $516,067+ $85 + $11,342 +$325,000 + $75,600
$1,787,633
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-631-020
Original Current
PILLAGER Municipality PILLAGER
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
WEST LIM PILLAGER TO CSAH 1 Termini WEST LIM PILLAGER TO CSAH 1
740 Present AADT 740
2015 Year of Count 2015
1 Projection Factor 1
740 Projected Traffic 740
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONSTRUCTED SAP 11-631-01 Comments RECONSTRUCTED SAP 11-631-01
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 1369859.45 / 60 * 25 *1.15
$328,195
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2904 * 48.87 / 15 * 25 $118,265
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 71309.22 / 60 * 25 $14,856
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $328,195 + $118,265+ $14,856
$461,316
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-632-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.4 Segment Length 5.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 33 TO CSAH 67 Termini CSAH 33 TO CSAH 67
475 Present AADT 475
2015 Year of Count 2015
1 Projection Factor 1
475 Projected Traffic 475
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1990 Latest Year SA funds 1990
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
96921 Structure Number 96921
1.678 Milepoint 1.678
1989 Year Built 1989
SWAN CREEK Feature Crossed SWAN CREEK
Type of Service
1 Number of Barrels 1
Culvert Width
Culvert Height
78 Culvert Length 78
81.00050028 Area of Waterway Opening 81.00050028
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.4 * 468839.66 / 60 * 25 *1.1
$1,160,378
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.4 * 2112 * 48.87 / 20 * 25 $696,691
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.4 * 51.09 / 60 * 25 $115
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
78 * 81.00050028 * 15.47 /100 * 25 * 1.15
$28,100
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,160,378 + $696,691+ $115 + $28,100
$1,885,284
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-633-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.2 Segment Length 4.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CO LINE TO TH 64 Termini W CO LINE TO TH 64
1100 Present AADT 1100
2015 Year of Count 2015
1 Projection Factor 1
1100 Projected Traffic 1100
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1990 Latest Year SA funds 1990
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
11510 Structure Number 11510
0 Milepoint 0
1977 Year Built 1977
CROW WING RIVER Feature Crossed CROW WING RIVER
Type of Service
0 Number of Spans 0
285.3 Bridge Length 285.3
39.8 Bridge Width 39.8
50% Shared Structure 50%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.2 * 468839.66 / 60 * 25 *1.1
$902,516
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.2 * 2112 * 48.87 / 20 * 25 $541,871
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.2 * 51.09 / 60 * 25 $89
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost *PercentOfCost
285.3 * 39.8 * 138 / 80 * 25* 1.15 * 50%
$281,567
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $902,516 + $541,871+ $89 + $281,567
$1,726,043
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-634-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
7.6 Segment Length 7.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 64 TO CSAH 1 Termini TH 64 TO CSAH 1
750 Present AADT 750
2015 Year of Count 2015
1 Projection Factor 1
750 Projected Traffic 750
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1987 Latest Year SA funds 1987
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
11507 Structure Number 11507
0.91 Milepoint 0.91
1964 Year Built 1964
MOSQUITO CREEK Feature Crossed MOSQUITO CREEK
Type of Service
1 Number of Barrels 1
16 Culvert Width 16
10 Culvert Height 10
109 Culvert Length 109
118.00033014 Area of Waterway Opening 118.00033014
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
7.6 * 468839.66 / 60 * 25 *1.1
$1,633,125
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
7.6 * 2112 * 48.87 / 20 * 25 $980,528
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
7.6 * 51.09 / 60 * 25 $162
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
109 * 118.00033014 * 15.47/ 100 * 25 * 1.15
$57,206
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,633,125 + $980,528+ $162 + $57,206
$2,671,021
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-635-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 210 TO CSAH 34 Termini TH 210 TO CSAH 34
170 Present AADT 170
2015 Year of Count 2015
1 Projection Factor 1
170 Projected Traffic 170
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
GRADED 2009, SAP 11-635-001
OVERLAY 2010, SAP 11-635-002
Comments GRADED 2009, SAP 11-635-001
OVERLAY 2010, SAP 11-635-002
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 468839.66 / 60 * 25 * 1.1 $859,539
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 48.87 / 20 * 25 $516,067
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 51.09 / 60 * 25 $85
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $859,539 + $516,067+ $85
$1,375,691
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-635-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
8.5 Segment Length 8.5
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 34 TO TH 64 Termini CSAH 34 TO TH 64
185 Present AADT 185
2015 Year of Count 2015
1 Projection Factor 1
185 Projected Traffic 185
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
8.5 * 468839.66 / 60 * 25 *1.1
$1,826,521
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
8.5 * 2112 * 48.87 / 20 * 25 $1,096,643
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
8.5 * 51.09 / 60 * 25 $181
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,826,521 +$1,096,643 + $181
$2,923,345
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-636-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.1 Segment Length 2.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E JCT TH 210 TO 2.1 MI SO Termini E JCT TH 210 TO 2.1 MI SO
1300 Present AADT 1300
2015 Year of Count 2015
1 Projection Factor 1
1300 Projected Traffic 1300
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
076268J USDOT Number 076268J
0.03 Located at Milepoint 0.03
1 Mainline Tracks 1
SIGNS ONLY Protection Type SIGNS ONLY
2006 Last Year Protection Upgraded 2006
32 Crossing Length 32
Last Year Surfaced
100% Percentage of Cost 100%
Comments
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.1 * 468839.66 / 60 * 25 *1.1
$451,258
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.1 * 2112 * 48.87 / 20 * 25 $270,935
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.1 * 51.09 / 60 * 25 $45
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
1500 / 25 * 25 $1,500
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
32 * 1350 / 25 * 25 $43,200
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $451,258 + $270,935+ $45 + $1,500 + $43,200
$766,938
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-636-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2 Segment Length 2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
2.1 MI SE JCT TH 210 TO BR 11508 Termini 2.1 MI SE JCT TH 210 TO BR 11508
660 Present AADT 660
2015 Year of Count 2015
1 Projection Factor 1
660 Projected Traffic 660
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
11508 Structure Number 11508
2.04 Milepoint 2.04
1966 Year Built 1966
GULL RIVER Feature Crossed GULL RIVER
Type of Service
Number of Spans
120 Bridge Length 120
38.2 Bridge Width 38.2
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2 * 468839.66 / 60 * 25 * 1.1 $429,770
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 48.87 / 20 * 25 $258,034
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 51.09 / 60 * 25 $43
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
120 * 38.2 * 152 / 80 * 25 *1.15
$250,401
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $429,770 + $258,034+ $43 + $250,401
$938,248
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-636-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.1 Segment Length 2.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
BR 11508 TO W JCT TH 210 Termini BR 11508 TO W JCT TH 210
700 Present AADT 700
2015 Year of Count 2015
1 Projection Factor 1
700 Projected Traffic 700
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
076272Y USDOT Number 076272Y
2.1 Located at Milepoint 2.1
1 Mainline Tracks 1
SIGNS ONLY Protection Type SIGNS ONLY
2008 Last Year Protection Upgraded 2008
40 Crossing Length 40
Last Year Surfaced
100% Percentage of Cost 100%
Comments
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.1 * 468839.66 / 60 * 25 *1.1
$451,258
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.1 * 2112 * 48.87 / 20 * 25 $270,935
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.1 * 51.09 / 60 * 25 $45
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
1500 / 25 * 25 $1,500
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
40 * 1350 / 25 * 25 $54,000
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $451,258 + $270,935+ $45 + $1,500 + $54,000
$777,738
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-637-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.7 Segment Length 0.7
DESIG. NON-EXIST Existing Surface Type DESIG. NON-EXIST
0 Existing Surface Lanes 0
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 50 TO WEST CITY LIMITS Termini CSAH 50 TO WEST CITY LIMITS
0 Present AADT 0
0 Year of Count 0
1.3 Projection Factor 1.3
0 Projected Traffic 0
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
0 Latest Year SA funds 0
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
NEW 2012 CO#93555 Comments NEW 2012 CO#93555
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Non-Existing Segment If ExistingSurfaceType isDESIG. NON-EXIST, resultis zero
$0
Total Segment Cost Non-Existing Segment $0 $0
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-637-020
Original Current
WALKER Municipality WALKER
0.4 Segment Length 0.4
DESIG. NON-EXIST Existing Surface Type DESIG. NON-EXIST
0 Existing Surface Lanes 0
NOT DIVIDED Existing Lane Description NOT DIVIDED
WEST CITY LIMITS TO EXISITINGROADWAY
Termini WEST CITY LIMITS TO EXISITINGROADWAY
0 Present AADT 0
0 Year of Count 0
1.3 Projection Factor 1.3
0 Projected Traffic 0
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
0 Latest Year SA funds 0
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
NEW 2012 CO#93555 Comments NEW 2012 CO#93555
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Non-Existing Segment If ExistingSurfaceType isDESIG. NON-EXIST, resultis zero
$0
Total Segment Cost Non-Existing Segment $0 $0
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-637-030
Original Current
WALKER Municipality WALKER
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
EXISITING ROADWAY TO TH 371 Termini EXISITING ROADWAY TO TH 371
770 Present AADT 770
2015 Year of Count 2015
1 Projection Factor 1
770 Projected Traffic 770
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
0 Latest Year SA funds 0
0 Number of Signal Legs 0
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
NEW 2012 CO#93555 Comments NEW 2012 CO#93555
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.4 * 468839.66 / 60 * 25 *1.1
$85,954
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 48.87 / 20 * 25 $51,607
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 51.09 / 60 * 25 $9
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $85,954 + $51,607 +$9
$137,570
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-638-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.3 Segment Length 1.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CO LINE TO 1.3 MI E Termini W CO LINE TO 1.3 MI E
1000 Present AADT 1000
2015 Year of Count 2015
1 Projection Factor 1
1000 Projected Traffic 1000
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1991 Latest Year SA funds 1991
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.3 * 468839.66 / 60 * 25 *1.1
$279,350
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.3 * 2112 * 48.87 / 20 * 25 $167,722
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.3 * 51.09 / 60 * 25 $28
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $279,350 + $167,722+ $28
$447,100
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-638-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.4 Segment Length 1.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.3 MI E OF W CO LINE TO TH 371 Termini 1.3 MI E OF W CO LINE TO TH 371
1000 Present AADT 1000
2015 Year of Count 2015
1 Projection Factor 1
1000 Projected Traffic 1000
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1991 Latest Year SA funds 1991
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.4 * 468839.66 / 60 * 25 *1.1
$300,839
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.4 * 2112 * 48.87 / 20 * 25 $180,624
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.4 * 51.09 / 60 * 25 $30
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $300,839 + $180,624+ $30
$481,493
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-639-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.4 Segment Length 2.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 200 TO 0.3 MI E OF BREVIK Termini TH 200 TO 0.3 MI E OF BREVIK
180 Present AADT 180
2015 Year of Count 2015
1 Projection Factor 1
180 Projected Traffic 180
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2012 SAP 001-639-004 M&OL Comments 2012 SAP 001-639-004 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.4 * 468839.66 / 60 * 25 *1.1
$515,724
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.4 * 2112 * 48.87 / 20 * 25 $309,640
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.4 * 51.09 / 60 * 25 $51
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $515,724 + $309,640+ $51
$825,415
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-639-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.7 Segment Length 3.7
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.3 MI E OF BREVIK TO TH 200 Termini 0.3 MI E OF BREVIK TO TH 200
35 Present AADT 35
2015 Year of Count 2015
1 Projection Factor 1
35 Projected Traffic 35
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.7 * 234419.83 / 60 * 25 *1.1
$397,537
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.7 * 546 * 10.3 / 2 * 25 $260,101
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.7 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$397,537 + $260,101 + $0 $657,638
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-640-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.1 Segment Length 3.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CO LINE TO 3.1 MILES EAST Termini W CO LINE TO 3.1 MILES EAST
560 Present AADT 560
2015 Year of Count 2015
1 Projection Factor 1
560 Projected Traffic 560
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SAP 11-640-03, 2008 GRADING
SAP 11-640-04, 2009 BASE & SURF
Comments SAP 11-640-03, 2008 GRADING
SAP 11-640-04, 2009 BASE & SURF
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.1 * 468839.66 / 60 * 25 *1.1
$666,143
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.1 * 2112 * 48.87 / 20 * 25 $399,952
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.1 * 51.09 / 60 * 25 $66
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $666,143 + $399,952+ $66
$1,066,161
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-640-011
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
3.1 MILES EAST W.CO. LINE TOWEST LIMITS HACKENSACK
Termini 3.1 MILES EAST W.CO. LINE TOWEST LIMITS HACKENSACK
850 Present AADT 850
2015 Year of Count 2015
1 Projection Factor 1
850 Projected Traffic 850
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1988 Latest Year SA funds 1988
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 468839.66 / 60 * 25 * 1.1 $859,539
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 48.87 / 20 * 25 $516,067
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 51.09 / 60 * 25 $85
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $859,539 + $516,067+ $85
$1,375,691
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-640-020
Original Current
HACKENSACK Municipality HACKENSACK
0.14 Segment Length 0.14
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W LIM HACKENSACK TO TH 371 Termini W LIM HACKENSACK TO TH 371
850 Present AADT 850
2015 Year of Count 2015
1 Projection Factor 1
850 Projected Traffic 850
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1988 Latest Year SA funds 1988
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.14 * 468839.66 / 60 * 25 *1.1
$30,084
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.14 * 2112 * 48.87 / 20 * 25 $18,062
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.14 * 51.09 / 60 * 25 $3
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $30,084 + $18,062 +$3
$48,149
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-641-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
6 Segment Length 6
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 87 TO WEST COUNTY LINE Termini TH 87 TO WEST COUNTY LINE
75 Present AADT 75
2015 Year of Count 2015
1 Projection Factor 1
75 Projected Traffic 75
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6 * 234419.83 / 60 * 25 * 1.1 $644,655
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6 * 546 * 10.3 / 2 * 25 $421,785
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$644,655 + $421,785 + $0 $1,066,440
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-641-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
ALONG WEST COUNTY LINE Termini ALONG WEST COUNTY LINE
35 Present AADT 35
2015 Year of Count 2015
1 Projection Factor 1
35 Projected Traffic 35
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 234419.83 / 60 * 25 * 1.1 $107,442
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 546 * 10.3 / 2 * 25 $70,298
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$107,442 + $70,298 + $0 $177,740
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-641-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.9 Segment Length 1.9
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
WEST COUNTY LINE TO CSAH 40 Termini WEST COUNTY LINE TO CSAH 40
35 Present AADT 35
2015 Year of Count 2015
1 Projection Factor 1
35 Projected Traffic 35
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.9 * 234419.83 / 60 * 25 *1.1
$204,141
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.9 * 546 * 10.3 / 2 * 25 $133,565
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.9 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$204,141 + $133,565 + $0 $337,706
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-642-010
Original Current
PINE RIVER Municipality PINE RIVER
0.33 Segment Length 0.33
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 371 TO 0.33 MI N Termini TH 371 TO 0.33 MI N
2100 Present AADT 2100
2015 Year of Count 2015
1 Projection Factor 1
2100 Projected Traffic 2100
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.33 * 832238.66 / 60 * 25 *1.1
$125,876
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.33 * 2376 * 48.87 / 20 * 25 $47,897
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.33 * 49526.15 / 60 * 25 $6,810
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $125,876 + $47,897 +$6,810
$180,583
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-642-011
Original Current
PINE RIVER Municipality PINE RIVER
0.32 Segment Length 0.32
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.33 MI N OF TH 371 TO N LIMSPINE RIVER
Termini 0.33 MI N OF TH 371 TO N LIMSPINE RIVER
1900 Present AADT 1900
2015 Year of Count 2015
1 Projection Factor 1
1900 Projected Traffic 1900
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1983 Latest Year SA funds 1983
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.32 * 832238.66 / 60 * 25 *1.1
$122,062
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.32 * 2376 * 48.87 / 20 * 25 $46,446
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.32 * 49526.15 / 60 * 25 $6,603
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $122,062 + $46,446 +$6,603
$175,111
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-642-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.7 Segment Length 3.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
N LIMS PINE RIVER TO 3.7 MI N Termini N LIMS PINE RIVER TO 3.7 MI N
1900 Present AADT 1900
2015 Year of Count 2015
1 Projection Factor 1
1900 Projected Traffic 1900
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1983 Latest Year SA funds 1983
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.7 * 832238.66 / 60 * 25 *1.1
$1,411,338
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.7 * 2376 * 48.87 / 20 * 25 $537,032
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.7 * 49526.15 / 60 * 25 $76,353
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,411,338 + $537,032+ $76,353
$2,024,723
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-642-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.7 Segment Length 5.7
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
3.7 MI N OF N LIM PINE RIVER TOTH 87
Termini 3.7 MI N OF N LIM PINE RIVER TOTH 87
140 Present AADT 140
2015 Year of Count 2015
1 Projection Factor 1
140 Projected Traffic 140
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.7 * 234419.83 / 60 * 25 *1.1
$612,422
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.7 * 546 * 10.3 / 2 * 25 $400,696
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.7 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$612,422 + $400,696 + $0 $1,013,118
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-643-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 84 TO E CO LINE Termini TH 84 TO E CO LINE
310 Present AADT 310
2015 Year of Count 2015
1 Projection Factor 1
310 Projected Traffic 310
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1988 Latest Year SA funds 1988
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 468839.66 / 60 * 25 * 1.1 $214,885
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 48.87 / 20 * 25 $129,017
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 51.09 / 60 * 25 $21
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $214,885 + $129,017+ $21
$343,923
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-643-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.6 Segment Length 1.6
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
ALONG E CO LINE TO CO RD 118 Termini ALONG E CO LINE TO CO RD 118
235 Present AADT 235
2015 Year of Count 2015
1 Projection Factor 1
235 Projected Traffic 235
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
93530 Structure Number 93530
2.6 Milepoint 2.6
1956 Year Built 1956
ADA BROOK Feature Crossed ADA BROOK
Type of Service
0 Number of Spans 0
31 Bridge Length 31
22.5 Bridge Width 22.5
50% Shared Structure 50%
SHARED W/ CROW WING CSAH 43 Comments SHARED W/ CROW WING CSAH 43
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.6 * 468839.66 / 60 * 25 *1.1
$343,816
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2112 * 48.87 / 20 * 25 $206,427
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 51.09 / 60 * 25 $34
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost *PercentOfCost
31 * 22.5 * 152 / 80 * 25 *1.15 * 50%
$19,050
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $343,816 + $206,427+ $34 + $19,050
$569,327
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-643-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.5 Segment Length 3.5
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
COUNTY ROAD 118 TO CSAH 49 Termini COUNTY ROAD 118 TO CSAH 49
80 Present AADT 80
2015 Year of Count 2015
1 Projection Factor 1
80 Projected Traffic 80
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.5 * 234419.83 / 60 * 25 *1.1
$376,048
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.5 * 546 * 10.3 / 2 * 25 $246,041
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.5 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$376,048 + $246,041 + $0 $622,089
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-644-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.7 Segment Length 1.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 371 TO CSAH 2 Termini TH 371 TO CSAH 2
1050 Present AADT 1050
2015 Year of Count 2015
1 Projection Factor 1
1050 Projected Traffic 1050
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1986 Latest Year SA funds 1986
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
91947 Structure Number 91947
0.72 Milepoint 0.72
1981 Year Built 1981
ARVIG CREEK Feature Crossed ARVIG CREEK
Type of Service
2 Number of Barrels 2
10 Culvert Width 10
6 Culvert Height 6
82 Culvert Length 82
89.00023076 Area of Waterway Opening 89.00023076
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
93901 Structure Number 93901
0.119 Milepoint 0.119
1986 Year Built 1986
ARVIG CREEK Feature Crossed ARVIG CREEK
Type of Service
2 Number of Barrels 2
10 Culvert Width 10
6 Culvert Height 6
97 Culvert Length 97
90.00019707 Area of Waterway Opening 90.00019707
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.7 * 468839.66 / 60 * 25 *1.1
$365,304
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.7 * 2112 * 48.87 / 20 * 25 $219,329
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.7 * 51.09 / 60 * 25 $36
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
82 * 89.00023076 * 15.47 /100 * 25 * 1.15
$32,459
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
97 * 90.00019707 * 15.47 /100 * 25 * 1.15
$38,828
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $365,304 + $219,329+ $36 + $32,459 + $38,828
$655,956
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-644-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 2 TO TH 84 Termini CSAH 2 TO TH 84
1300 Present AADT 1300
2015 Year of Count 2015
1 Projection Factor 1
1300 Projected Traffic 1300
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1986 Latest Year SA funds 1986
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 468839.66 / 60 * 25 * 1.1 $214,885
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 48.87 / 20 * 25 $129,017
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 51.09 / 60 * 25 $21
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $214,885 + $129,017+ $21
$343,923
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-645-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5 Segment Length 5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 371 TO CSAH 5 Termini TH 371 TO CSAH 5
740 Present AADT 740
2015 Year of Count 2015
1 Projection Factor 1
740 Projected Traffic 740
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5 * 468839.66 / 60 * 25 * 1.1 $1,074,424
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5 * 2112 * 48.87 / 20 * 25 $645,084
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5 * 51.09 / 60 * 25 $106
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,074,424 + $645,084+ $106
$1,719,614
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-646-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 84 TO 0.5 MILES WEST Termini TH 84 TO 0.5 MILES WEST
175 Present AADT 175
2015 Year of Count 2015
1 Projection Factor 1
175 Projected Traffic 175
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 468839.66 / 60 * 25 *1.1
$107,442
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 48.87 / 20 * 25 $64,508
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 51.09 / 60 * 25 $11
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $107,442 + $64,508 +$11
$171,961
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-646-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.6 Segment Length 3.6
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.5 M W OF TH 84 TO CO RD 173 Termini 0.5 M W OF TH 84 TO CO RD 173
175 Present AADT 175
2015 Year of Count 2015
1 Projection Factor 1
175 Projected Traffic 175
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.6 * 468839.66 / 60 * 25 *1.1
$773,585
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.6 * 2112 * 48.87 / 20 * 25 $464,460
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.6 * 51.09 / 60 * 25 $77
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $773,585 + $464,460+ $77
$1,238,122
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-646-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.6 Segment Length 4.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CO RD 173 TO CSAH 5 Termini CO RD 173 TO CSAH 5
310 Present AADT 310
2015 Year of Count 2015
1 Projection Factor 1
310 Projected Traffic 310
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.6 * 468839.66 / 60 * 25 *1.1
$988,470
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.6 * 2112 * 48.87 / 20 * 25 $593,477
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.6 * 51.09 / 60 * 25 $98
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $988,470 + $593,477+ $98
$1,582,045
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-647-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.7 Segment Length 1.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 84 TO 1.7 MI E Termini TH 84 TO 1.7 MI E
155 Present AADT 155
2015 Year of Count 2015
1 Projection Factor 1
155 Projected Traffic 155
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1988 Latest Year SA funds 1988
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.7 * 468839.66 / 60 * 25 *1.1
$365,304
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.7 * 2112 * 48.87 / 20 * 25 $219,329
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.7 * 51.09 / 60 * 25 $36
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $365,304 + $219,329+ $36
$584,669
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-647-011
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.7 Segment Length 2.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.7 MI E TH 84 TO 0.5 MI E CSAH 56 Termini 1.7 MI E TH 84 TO 0.5 MI E CSAH 56
155 Present AADT 155
2015 Year of Count 2015
1 Projection Factor 1
155 Projected Traffic 155
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1988 Latest Year SA funds 1988
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.7 * 468839.66 / 60 * 25 *1.1
$580,189
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.7 * 2112 * 48.87 / 20 * 25 $348,345
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.7 * 51.09 / 60 * 25 $57
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $580,189 + $348,345+ $57
$928,591
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-647-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.4 Segment Length 2.4
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.5 MI E OF CSAH 56 TO CSAH 54 Termini 0.5 MI E OF CSAH 56 TO CSAH 54
30 Present AADT 30
2015 Year of Count 2015
1 Projection Factor 1
30 Projected Traffic 30
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.4 * 234419.83 / 60 * 25 *1.1
$257,862
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.4 * 546 * 10.3 / 2 * 25 $168,714
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.4 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$257,862 + $168,714 + $0 $426,576
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-648-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.1 Segment Length 4.1
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SOUTH COUNTY LINE TO CSAH 56 Termini SOUTH COUNTY LINE TO CSAH 56
30 Present AADT 30
2015 Year of Count 2015
1 Projection Factor 1
30 Projected Traffic 30
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.1 * 234419.83 / 60 * 25 *1.1
$440,514
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.1 * 546 * 10.3 / 2 * 25 $288,220
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.1 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$440,514 + $288,220 + $0 $728,734
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-648-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.7 Segment Length 1.7
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 55 TO 1.7 MILES EAST Termini CSAH 55 TO 1.7 MILES EAST
280 Present AADT 280
2015 Year of Count 2015
1 Projection Factor 1
280 Projected Traffic 280
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.7 * 468839.66 / 60 * 25 *1.1
$365,304
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.7 * 2112 * 48.87 / 20 * 25 $219,329
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.7 * 51.09 / 60 * 25 $36
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $365,304 + $219,329+ $36
$584,669
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-648-021
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.7 Segment Length 3.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.7 MI E OF CSAH 55 TO TH 6 Termini 1.7 MI E OF CSAH 55 TO TH 6
435 Present AADT 435
2015 Year of Count 2015
1 Projection Factor 1
435 Projected Traffic 435
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1992 Latest Year SA funds 1992
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
92390 Structure Number 92390
16.62 Milepoint 16.62
1964 Year Built 1964
DAGGETT BROOK Feature Crossed DAGGETT BROOK
Type of Service
1 Number of Barrels 1
14 Culvert Width 14
8 Culvert Height 8
100 Culvert Length 100
96.99996124 Area of Waterway Opening 96.99996124
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.7 * 468839.66 / 60 * 25 *1.1
$795,074
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.7 * 2112 * 48.87 / 20 * 25 $477,362
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.7 * 51.09 / 60 * 25 $79
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
100 * 96.99996124 * 15.47 /100 * 25 * 1.15
$43,142
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $795,074 + $477,362+ $79 + $43,142
$1,315,657
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-649-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.2 Segment Length 1.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 84 TO CSAH 43 Termini TH 84 TO CSAH 43
300 Present AADT 300
2015 Year of Count 2015
1 Projection Factor 1
300 Projected Traffic 300
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1983 Latest Year SA funds 1983
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.2 * 468839.66 / 60 * 25 *1.1
$257,862
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.2 * 2112 * 48.87 / 20 * 25 $154,820
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.2 * 51.09 / 60 * 25 $26
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $257,862 + $154,820+ $26
$412,708
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-649-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.4 Segment Length 4.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 43 TO 4.40 MI E OF CSAH 43 Termini CSAH 43 TO 4.40 MI E OF CSAH 43
153 Present AADT 153
2015 Year of Count 2015
1.8 Projection Factor 1.8
153 Projected Traffic 153
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1983 Latest Year SA funds 1983
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.4 * 468839.66 / 60 * 25 *1.1
$945,493
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.4 * 2112 * 48.87 / 20 * 25 $567,674
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.4 * 51.09 / 60 * 25 $94
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $945,493 + $567,674+ $94
$1,513,261
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-649-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
4.4 MI E OFCSAH 43 TO CSAH 48 Termini 4.4 MI E OFCSAH 43 TO CSAH 48
85 Present AADT 85
2015 Year of Count 2015
1 Projection Factor 1
85 Projected Traffic 85
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 234419.83 / 60 * 25 * 1.1 $107,442
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 546 * 10.3 / 2 * 25 $70,298
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$107,442 + $70,298 + $0 $177,740
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-650-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 371 TO 1.0 MILE NW Termini TH 371 TO 1.0 MILE NW
400 Present AADT 400
2015 Year of Count 2015
1 Projection Factor 1
400 Projected Traffic 400
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONSTRUCTED SAP 11-650-004 AND 11-650-003
Comments RECONSTRUCTED SAP 11-650-004 AND 11-650-003
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 468839.66 / 60 * 25 * 1.1 $214,885
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 48.87 / 20 * 25 $129,017
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 51.09 / 60 * 25 $21
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $214,885 + $129,017+ $21
$343,923
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-650-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.8 Segment Length 0.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.0 M NW TH 371 TO CSAH 71 Termini 1.0 M NW TH 371 TO CSAH 71
400 Present AADT 400
2015 Year of Count 2015
1 Projection Factor 1
400 Projected Traffic 400
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONSTRUCTED SAP 11-650-004
Comments RECONSTRUCTED SAP 11-650-004
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.8 * 468839.66 / 60 * 25 *1.1
$171,908
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.8 * 2112 * 48.87 / 20 * 25 $103,213
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.8 * 51.09 / 60 * 25 $17
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $171,908 + $103,213+ $17
$275,138
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-650-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.7 Segment Length 2.7
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 71 TO 2.8 MI S OF TH 34 Termini CSAH 71 TO 2.8 MI S OF TH 34
195 Present AADT 195
2015 Year of Count 2015
1 Projection Factor 1
195 Projected Traffic 195
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.7 * 468839.66 / 60 * 25 *1.1
$580,189
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.7 * 2112 * 48.87 / 20 * 25 $348,345
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.7 * 51.09 / 60 * 25 $57
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $580,189 + $348,345+ $57
$928,591
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-650-031
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
2.8 MI TO 2.3 MI S OF TH 34 Termini 2.8 MI TO 2.3 MI S OF TH 34
195 Present AADT 195
2015 Year of Count 2015
1 Projection Factor 1
195 Projected Traffic 195
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1988 Latest Year SA funds 1988
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
11514 Structure Number 11514
4.833 Milepoint 4.833
1988 Year Built 1988
SHINGOBEE CREEK Feature Crossed SHINGOBEE CREEK
Type of Service
Number of Spans
62 Bridge Length 62
34 Bridge Width 34
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 468839.66 / 60 * 25 *1.1
$107,442
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 48.87 / 20 * 25 $64,508
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 51.09 / 60 * 25 $11
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
62 * 34 * 152 / 80 * 25 *1.15
$115,150
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $107,442 + $64,508 +$11 + $115,150
$287,111
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-650-032
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.3 Segment Length 2.3
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
2.3 MI S TO TH 34 Termini 2.3 MI S TO TH 34
195 Present AADT 195
2015 Year of Count 2015
1 Projection Factor 1
195 Projected Traffic 195
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.3 * 468839.66 / 60 * 25 *1.1
$494,235
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.3 * 2112 * 48.87 / 20 * 25 $296,739
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.3 * 51.09 / 60 * 25 $49
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $494,235 + $296,739+ $49
$791,023
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-652-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.6 Segment Length 3.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
JCT CSAH 4 TO 3.6 MILES NORTH Termini JCT CSAH 4 TO 3.6 MILES NORTH
175 Present AADT 175
2015 Year of Count 2015
1 Projection Factor 1
175 Projected Traffic 175
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2002 Latest Year SA funds 2002
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.6 * 468839.66 / 60 * 25 *1.1
$773,585
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.6 * 2112 * 48.87 / 20 * 25 $464,460
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.6 * 51.09 / 60 * 25 $77
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $773,585 + $464,460+ $77
$1,238,122
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-652-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.5 Segment Length 5.5
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
3.6 MI N CSAH 4 TO CSAH 65 Termini 3.6 MI N CSAH 4 TO CSAH 65
175 Present AADT 175
2015 Year of Count 2015
1 Projection Factor 1
175 Projected Traffic 175
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
93386 Structure Number 93386
6.039 Milepoint 6.039
1978 Year Built 1978
BEAR RIVER Feature Crossed BEAR RIVER
Type of Service
Number of Spans
20 Bridge Length 20
25.2 Bridge Width 25.2
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.5 * 468839.66 / 60 * 25 *1.1
$1,181,867
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.5 * 2112 * 48.87 / 20 * 25 $709,592
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.5 * 51.09 / 60 * 25 $117
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
20 * 25.2 * 152 / 80 * 25 *1.15
$27,531
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,181,867 + $709,592+ $117 + $27,531
$1,919,107
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-653-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
10.3 Segment Length 10.3
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
JCT TH 200 TO JCT CSAH 4 Termini JCT TH 200 TO JCT CSAH 4
105 Present AADT 105
2015 Year of Count 2015
1 Projection Factor 1
105 Projected Traffic 105
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
7432 Structure Number 7432
3.51 Milepoint 3.51
1955 Year Built 1955
BOY RIVER Feature Crossed BOY RIVER
Type of Service
Number of Spans
44 Bridge Length 44
23.6 Bridge Width 23.6
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
10.3 * 234419.83 / 60 * 25 *1.1
$1,106,657
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
10.3 * 546 * 10.3 / 2 * 25 $724,064
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
10.3 * 0 / 60 * 25 $0
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
44 * 23.6 * 152 / 80 * 25 *1.15
$56,723
Total Segment Cost Construction +Preservation + ROW +Bridge
$1,106,657 + $724,064 + $0+ $56,723
$1,887,444
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-654-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.1 Segment Length 2.1
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 47 TO 2.1 MILES NW Termini CSAH 47 TO 2.1 MILES NW
40 Present AADT 40
2015 Year of Count 2015
1 Projection Factor 1
40 Projected Traffic 40
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.1 * 234419.83 / 60 * 25 *1.1
$225,629
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.1 * 546 * 10.3 / 2 * 25 $147,625
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.1 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$225,629 + $147,625 + $0 $373,254
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-654-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.4 Segment Length 5.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
2.1 MI NW OF CSAH 47 TO CSAH 7 Termini 2.1 MI NW OF CSAH 47 TO CSAH 7
310 Present AADT 310
2015 Year of Count 2015
1 Projection Factor 1
310 Projected Traffic 310
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1992 Latest Year SA funds 1992
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
11509 Structure Number 11509
3.792 Milepoint 3.792
1967 Year Built 1967
CH. LITTLE BOY-WABEDO LK Feature Crossed CH. LITTLE BOY-WABEDO LK
Type of Service
Number of Spans
54.5 Bridge Length 54.5
31.3 Bridge Width 31.3
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.4 * 468839.66 / 60 * 25 *1.1
$1,160,378
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.4 * 2112 * 48.87 / 20 * 25 $696,691
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.4 * 51.09 / 60 * 25 $115
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
54.5 * 31.3 * 152 / 80 * 25 *1.15
$93,182
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,160,378 + $696,691+ $115 + $93,182
$1,950,366
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-655-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
9.1 Segment Length 9.1
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 48 TO CSAH 7 Termini CSAH 48 TO CSAH 7
200 Present AADT 200
2015 Year of Count 2015
1 Projection Factor 1
200 Projected Traffic 200
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
88241 Structure Number 88241
3.56 Milepoint 3.56
1946 Year Built 1946
DAGGETT BROOK Feature Crossed DAGGETT BROOK
Type of Service
Number of Spans
20 Bridge Length 20
30.1 Bridge Width 30.1
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
9.1 * 468839.66 / 60 * 25 *1.1
$1,955,452
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
9.1 * 2112 * 48.87 / 20 * 25 $1,174,053
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
9.1 * 51.09 / 60 * 25 $194
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
20 * 30.1 * 152 / 80 * 25 *1.15
$32,884
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,955,452 +$1,174,053 + $194 +$32,884
$3,162,583
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-657-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.4 Segment Length 3.4
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E CO LINE TO 1.6 MI SO OF JCT TH200
Termini E CO LINE TO 1.6 MI SO OF JCT TH200
60 Present AADT 60
2015 Year of Count 2015
1 Projection Factor 1
60 Projected Traffic 60
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.4 * 234419.83 / 60 * 25 *1.1
$365,304
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.4 * 546 * 10.3 / 2 * 25 $239,012
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.4 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$365,304 + $239,012 + $0 $604,316
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-657-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.6 Segment Length 1.6
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.6 MI SO TO TH 200 Termini 1.6 MI SO TO TH 200
60 Present AADT 60
2015 Year of Count 2015
1 Projection Factor 1
60 Projected Traffic 60
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
97094 Structure Number 97094
3.41 Milepoint 3.41
1992 Year Built 1992
WILLOW RIVER Feature Crossed WILLOW RIVER
Type of Service
2 Number of Barrels 2
14 Culvert Width 14
10 Culvert Height 10
82 Culvert Length 82
197.99978772 Area of Waterway Opening 197.99978772
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.6 * 234419.83 / 60 * 25 *1.1
$171,908
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 546 * 10.3 / 2 * 25 $112,476
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 0 / 60 * 25 $0
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
82 * 197.99978772 * 15.47 /100 * 25 * 1.15
$72,212
Total Segment Cost Construction +Preservation + ROW +Culvert
$171,908 + $112,476 + $0+ $72,212
$356,596
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-658-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.8 Segment Length 1.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 6 TO 1.80 MI E Termini TH 6 TO 1.80 MI E
690 Present AADT 690
2015 Year of Count 2015
1 Projection Factor 1
690 Projected Traffic 690
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 CONSTRUCTION 011-658-006.TH 6 TO .83 MILES EASTRECONSTRUCTION.
Comments 2015 CONSTRUCTION 011-658-006.TH 6 TO .83 MILES EASTRECONSTRUCTION.
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
11502 Structure Number 11502
0.3 Milepoint 0.3
1962 Year Built 1962
LAWRENCE CREEK Feature Crossed LAWRENCE CREEK
Type of Service
Number of Spans
26 Bridge Length 26
29.8 Bridge Width 29.8
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.8 * 468839.66 / 60 * 25 *1.1
$386,793
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.8 * 2112 * 48.87 / 20 * 25 $232,230
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.8 * 51.09 / 60 * 25 $38
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
26 * 29.8 * 152 / 80 * 25 *1.15
$42,323
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $386,793 + $232,230+ $38 + $42,323
$661,384
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-658-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.2 Segment Length 2.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.80 MI TO 4.0 MI E TH 6 Termini 1.80 MI TO 4.0 MI E TH 6
690 Present AADT 690
2015 Year of Count 2015
1 Projection Factor 1
690 Projected Traffic 690
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 SAP 011-658-006 OVERLAY.83 MILES EAST OF TH6 TO 4MILES EAST
Comments 2015 SAP 011-658-006 OVERLAY.83 MILES EAST OF TH6 TO 4MILES EAST
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.2 * 468839.66 / 60 * 25 *1.1
$472,747
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.2 * 2112 * 48.87 / 20 * 25 $283,837
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.2 * 51.09 / 60 * 25 $47
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $472,747 + $283,837+ $47
$756,631
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-658-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
6.5 Segment Length 6.5
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
4.0 MILES EAST OF TH 6 TO EASTCOUNTY LINE
Termini 4.0 MILES EAST OF TH 6 TO EASTCOUNTY LINE
175 Present AADT 175
2015 Year of Count 2015
1 Projection Factor 1
175 Projected Traffic 175
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6.5 * 468839.66 / 60 * 25 *1.1
$1,396,751
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6.5 * 2112 * 48.87 / 20 * 25 $838,609
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6.5 * 51.09 / 60 * 25 $138
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,396,751 + $838,609+ $138
$2,235,498
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-660-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.4 Segment Length 1.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 75 TO 1.4 MILES EAST Termini CSAH 75 TO 1.4 MILES EAST
1650 Present AADT 1650
2015 Year of Count 2015
1 Projection Factor 1
1650 Projected Traffic 1650
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2006 Latest Year SA funds 2006
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.4 * 832238.66 / 60 * 25 *1.1
$534,020
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.4 * 2376 * 48.87 / 20 * 25 $203,201
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.4 * 49526.15 / 60 * 25 $28,890
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $534,020 + $203,201+ $28,890
$766,111
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-660-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.6 Segment Length 0.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.4 MILES EAST OF CSAH 75 TOC.R. 148
Termini 1.4 MILES EAST OF CSAH 75 TOC.R. 148
1650 Present AADT 1650
2015 Year of Count 2015
1 Projection Factor 1
1650 Projected Traffic 1650
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2006 Latest Year SA funds 2006
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.6 * 832238.66 / 60 * 25 *1.1
$228,866
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2376 * 48.87 / 20 * 25 $87,086
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 49526.15 / 60 * 25 $12,382
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $228,866 + $87,086 +$12,382
$328,334
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-660-030
Original Current
CASS LAKE Municipality CASS LAKE
0.8 Segment Length 0.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
T.H. 2 TO C.R. 148 Termini T.H. 2 TO C.R. 148
2250 Present AADT 2250
2015 Year of Count 2015
1 Projection Factor 1
2250 Projected Traffic 2250
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2006 Latest Year SA funds 2006
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.8 * 1369859.45 / 60 * 25 *1.15
$525,113
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.8 * 2904 * 48.87 / 15 * 25 $189,225
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.8 * 71309.22 / 60 * 25 $23,770
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $525,113 +$189,225 + $23,770
$773,264
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-661-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.6 Segment Length 1.6
GRADED & DRAINED Existing Surface Type GRADED & DRAINED
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
WEST COUNTY LINE TO TH 371 Termini WEST COUNTY LINE TO TH 371
180 Present AADT 180
2015 Year of Count 2015
1 Projection Factor 1
180 Projected Traffic 180
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.6 * 468839.66 / 60 * 25 *1.1
$343,816
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2112 * 48.87 / 20 * 25 $206,427
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 51.09 / 60 * 25 $34
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $343,816 + $206,427+ $34
$550,277
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-662-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.2 Segment Length 1.2
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
WEST COUNTY LINE TO TH 371 Termini WEST COUNTY LINE TO TH 371
120 Present AADT 120
2015 Year of Count 2015
1 Projection Factor 1
120 Projected Traffic 120
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.2 * 234419.83 / 60 * 25 *1.1
$128,931
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.2 * 546 * 10.3 / 2 * 25 $84,357
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.2 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$128,931 + $84,357 + $0 $213,288
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-663-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.4 Segment Length 5.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 4 TO CSAH 8 Termini CSAH 4 TO CSAH 8
195 Present AADT 195
2015 Year of Count 2015
1 Projection Factor 1
195 Projected Traffic 195
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2012 SAP 001-663-009 M&OL Comments 2012 SAP 001-663-009 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.4 * 468839.66 / 60 * 25 *1.1
$1,160,378
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.4 * 2112 * 48.87 / 20 * 25 $696,691
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.4 * 51.09 / 60 * 25 $115
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,160,378 + $696,691+ $115
$1,857,184
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-663-020
Original Current
FEDERAL DAM Municipality FEDERAL DAM
0.25 Segment Length 0.25
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
MAIN STREET TO CSAH 8 Termini MAIN STREET TO CSAH 8
195 Present AADT 195
2015 Year of Count 2015
1 Projection Factor 1
195 Projected Traffic 195
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1965 Latest Year SA funds 1965
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2009 OVERLAY, SP 11-663-006 Comments 2009 OVERLAY, SP 11-663-006
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.25 * 1369859.45 / 60 * 25* 1.15
$164,098
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.25 * 2904 * 48.87 / 15 * 25 $59,133
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.25 * 71309.22 / 60 * 25 $7,428
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $164,098 + $59,133 +$7,428
$230,659
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-665-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.1 Segment Length 3.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 4 TO CO RD 135 Termini CSAH 4 TO CO RD 135
200 Present AADT 200
2015 Year of Count 2015
1 Projection Factor 1
200 Projected Traffic 200
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 SAP 011-665-009 OL
2013 SAP 011-665-008 M&OL SMCULVERTS
Comments 2015 SAP 011-665-009 OL
2013 SAP 011-665-008 M&OL SMCULVERTS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.1 * 468839.66 / 60 * 25 *1.1
$666,143
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.1 * 2112 * 48.87 / 20 * 25 $399,952
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.1 * 51.09 / 60 * 25 $66
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $666,143 + $399,952+ $66
$1,066,161
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-665-011
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.9 Segment Length 3.9
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CO RD 135 TO CO RD 158 Termini CO RD 135 TO CO RD 158
200 Present AADT 200
2015 Year of Count 2015
1 Projection Factor 1
200 Projected Traffic 200
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 SAP 011-665-009 OL
2013 SAP 011-665-008 M&OL SMCULVERTS
Comments 2015 SAP 011-665-009 OL
2013 SAP 011-665-008 M&OL SMCULVERTS
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
11506 Structure Number 11506
4.47 Milepoint 4.47
1964 Year Built 1964
BEAR RIVER Feature Crossed BEAR RIVER
Type of Service
Number of Spans
54.1 Bridge Length 54.1
30.5 Bridge Width 30.5
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.9 * 468839.66 / 60 * 25 *1.1
$838,051
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.9 * 2112 * 48.87 / 20 * 25 $503,166
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.9 * 51.09 / 60 * 25 $83
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
54.1 * 30.5 * 152 / 80 * 25 *1.15
$90,134
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $838,051 + $503,166+ $83 + $90,134
$1,431,434
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-665-012
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.5 Segment Length 5.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CO RD 158 TO CSAH 74 Termini CO RD 158 TO CSAH 74
315 Present AADT 315
2015 Year of Count 2015
1 Projection Factor 1
315 Projected Traffic 315
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 011-665-008 M&OL Comments 2013 SAP 011-665-008 M&OL
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
92388 Structure Number 92388
9.55 Milepoint 9.55
1967 Year Built 1967
STREAM Feature Crossed STREAM
Type of Service
3 Number of Barrels 3
7 Culvert Width 7
7 Culvert Height 7
84 Culvert Length 84
115.00043121 Area of Waterway Opening 115.00043121
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.5 * 468839.66 / 60 * 25 *1.1
$1,181,867
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.5 * 2112 * 48.87 / 20 * 25 $709,592
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.5 * 51.09 / 60 * 25 $117
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
84 * 115.00043121 * 15.47 /100 * 25 * 1.15
$42,964
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,181,867 + $709,592+ $117 + $42,964
$1,934,540
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-665-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.2 Segment Length 2.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 74 TO E CO LINE Termini CSAH 74 TO E CO LINE
315 Present AADT 315
2015 Year of Count 2015
1 Projection Factor 1
315 Projected Traffic 315
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 011-665-008 M&OL Comments 2013 SAP 011-665-008 M&OL
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
92389 Structure Number 92389
12.07 Milepoint 12.07
1967 Year Built 1967
VERMILLION RIVER Feature Crossed VERMILLION RIVER
Type of Service
2 Number of Barrels 2
Culvert Width
Culvert Height
124 Culvert Length 124
99.99986017 Area of Waterway Opening 99.99986017
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.2 * 468839.66 / 60 * 25 *1.1
$472,747
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.2 * 2112 * 48.87 / 20 * 25 $283,837
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.2 * 51.09 / 60 * 25 $47
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
124 * 99.99986017 * 15.47 /100 * 25 * 1.15
$55,150
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $472,747 + $283,837+ $47 + $55,150
$811,781
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-666-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.3 Segment Length 0.3
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
ALONG WEST CO LINE Termini ALONG WEST CO LINE
175 Present AADT 175
2015 Year of Count 2015
1 Projection Factor 1
175 Projected Traffic 175
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 468839.66 / 60 * 25 *1.1
$64,465
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 48.87 / 20 * 25 $38,705
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 51.09 / 60 * 25 $6
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $64,465 + $38,705 +$6
$103,176
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-666-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.6 Segment Length 1.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CO LINE TO TH 371 Termini W CO LINE TO TH 371
175 Present AADT 175
2015 Year of Count 2015
1 Projection Factor 1
175 Projected Traffic 175
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1978 Latest Year SA funds 1978
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.6 * 468839.66 / 60 * 25 *1.1
$343,816
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2112 * 48.87 / 20 * 25 $206,427
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 51.09 / 60 * 25 $34
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $343,816 + $206,427+ $34
$550,277
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-667-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.9 Segment Length 2.9
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S CO LINE TO 2.9 MI N ON E COLINE
Termini S CO LINE TO 2.9 MI N ON E COLINE
360 Present AADT 360
2015 Year of Count 2015
1 Projection Factor 1
360 Projected Traffic 360
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2012 SAP 011-667-004 RECLAIM,OL
Comments 2012 SAP 011-667-004 RECLAIM,OL
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
11513 Structure Number 11513
0 Milepoint 0
1980 Year Built 1980
CROW WING RIVER Feature Crossed CROW WING RIVER
Type of Service
0 Number of Spans 0
302.8 Bridge Length 302.8
35.3 Bridge Width 35.3
50% Shared Structure 50%
SHARED W/ WADENA CSAH 30 Comments SHARED W/ WADENA CSAH 30
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.9 * 468839.66 / 60 * 25 *1.1
$623,166
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.9 * 2112 * 48.87 / 20 * 25 $374,149
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.9 * 51.09 / 60 * 25 $62
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost *PercentOfCost
302.8 * 35.3 * 138 / 80 * 25* 1.15 * 50%
$265,050
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $623,166 + $374,149+ $62 + $265,050
$1,262,427
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-668-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
AITKIN CO CSAH 20 TO CSAH 57 Termini AITKIN CO CSAH 20 TO CSAH 57
105 Present AADT 105
2015 Year of Count 2015
1 Projection Factor 1
105 Projected Traffic 105
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 234419.83 / 60 * 25 * 1.1 $107,442
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 546 * 10.3 / 2 * 25 $70,298
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$107,442 + $70,298 + $0 $177,740
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-669-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.2 Segment Length 3.2
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
3.2 MI S TO CSAH 22 Termini 3.2 MI S TO CSAH 22
125 Present AADT 125
2015 Year of Count 2015
1 Projection Factor 1
125 Projected Traffic 125
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.2 * 234419.83 / 60 * 25 *1.1
$343,816
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.2 * 546 * 10.3 / 2 * 25 $224,952
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.2 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$343,816 + $224,952 + $0 $568,768
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-670-010
Original Current
EAST GULL LAKE Municipality EAST GULL LAKE
1.8 Segment Length 1.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 77 TO 0.2 MI SW GULL DAM Termini CSAH 77 TO 0.2 MI SW GULL DAM
1700 Present AADT 1700
2015 Year of Count 2015
1 Projection Factor 1
1700 Projected Traffic 1700
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2003 Latest Year SA funds 2003
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.8 * 832238.66 / 60 * 25 *1.1
$686,597
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.8 * 2376 * 48.87 / 20 * 25 $261,259
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.8 * 49526.15 / 60 * 25 $37,145
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $686,597 + $261,259+ $37,145
$985,001
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-671-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2 Segment Length 2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 6 TO 2.0 MI N Termini CSAH 6 TO 2.0 MI N
150 Present AADT 150
2015 Year of Count 2015
1.2 Projection Factor 1.2
150 Projected Traffic 150
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
GRADING, SP 11-671-002 Comments GRADING, SP 11-671-002
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2 * 468839.66 / 60 * 25 * 1.1 $429,770
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 48.87 / 20 * 25 $258,034
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 51.09 / 60 * 25 $43
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $429,770 + $258,034+ $43
$687,847
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-671-011
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.5 Segment Length 3.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
2.0 MI N OF CSAH 6 TO 5.5 MI N OFCSAH 6
Termini 2.0 MI N OF CSAH 6 TO 5.5 MI N OFCSAH 6
150 Present AADT 150
2015 Year of Count 2015
1.2 Projection Factor 1.2
150 Projected Traffic 150
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
GRADING, SP 11-671-002 Comments GRADING, SP 11-671-002
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.5 * 468839.66 / 60 * 25 *1.1
$752,097
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.5 * 2112 * 48.87 / 20 * 25 $451,559
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.5 * 51.09 / 60 * 25 $75
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $752,097 + $451,559+ $75
$1,203,731
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-671-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.9 Segment Length 1.9
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
5.5 MILES NORTH OF CSAH 6 TOCSAH 50
Termini 5.5 MILES NORTH OF CSAH 6 TOCSAH 50
150 Present AADT 150
2015 Year of Count 2015
1.2 Projection Factor 1.2
150 Projected Traffic 150
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
GRADING, SP 11-671-002 Comments GRADING, SP 11-671-002
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.9 * 468839.66 / 60 * 25 *1.1
$408,281
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.9 * 2112 * 48.87 / 20 * 25 $245,132
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.9 * 51.09 / 60 * 25 $40
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $408,281 + $245,132+ $40
$653,453
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-672-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.2 Segment Length 3.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 13 TO 3.2 MI NORTH Termini CSAH 13 TO 3.2 MI NORTH
290 Present AADT 290
2015 Year of Count 2015
1 Projection Factor 1
290 Projected Traffic 290
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1993 Latest Year SA funds 1993
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.2 * 468839.66 / 60 * 25 *1.1
$687,632
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.2 * 2112 * 48.87 / 20 * 25 $412,854
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.2 * 51.09 / 60 * 25 $68
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $687,632 + $412,854+ $68
$1,100,554
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-673-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
7.3 Segment Length 7.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 8 TO W JCT CR 136 Termini CSAH 8 TO W JCT CR 136
340 Present AADT 340
2015 Year of Count 2015
1 Projection Factor 1
340 Projected Traffic 340
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1979 Latest Year SA funds 1979
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
7.3 * 468839.66 / 60 * 25 *1.1
$1,568,659
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
7.3 * 2112 * 48.87 / 20 * 25 $941,823
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
7.3 * 51.09 / 60 * 25 $155
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,568,659 + $941,823+ $155
$2,510,637
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-674-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 65 TO CSAH 3 Termini CSAH 65 TO CSAH 3
154 Present AADT 154
2015 Year of Count 2015
1.4 Projection Factor 1.4
154 Projected Traffic 154
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 SAP 011-674-005 M&OL Comments 2015 SAP 011-674-005 M&OL
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
96459 Structure Number 96459
0.26 Milepoint 0.26
1987 Year Built 1987
VERMILLION RIVER Feature Crossed VERMILLION RIVER
Type of Service
1 Number of Barrels 1
12 Culvert Width 12
8 Culvert Height 8
86 Culvert Length 86
95.99999493 Area of Waterway Opening 95.99999493
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3 * 468839.66 / 60 * 25 * 1.1 $644,655
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 48.87 / 20 * 25 $387,050
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 51.09 / 60 * 25 $64
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
86 * 95.99999493 * 15.47 /100 * 25 * 1.15
$36,720
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $644,655 + $387,050+ $64 + $36,720
$1,068,489
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : CASS Segment Nbr : 011-675-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2 Segment Length 2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 2 TO N CO LINE Termini TH 2 TO N CO LINE
4250 Present AADT 4250
2015 Year of Count 2015
1 Projection Factor 1
4250 Projected Traffic 4250
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SP 011-675-002 RC&OL Comments 2016 SP 011-675-002 RC&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2 * 832238.66 / 60 * 25 * 1.1 $762,885
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2376 * 48.87 / 20 * 25 $290,288
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 49526.15 / 60 * 25 $41,272
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $762,885 + $290,288+ $41,272
$1,094,445
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-677-010
Original Current
EAST GULL LAKE Municipality EAST GULL LAKE
3.29 Segment Length 3.29
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
EAST CO LINE TO 0.32 MI E OF WLIMITS
Termini EAST CO LINE TO 0.32 MI E OF WLIMITS
4350 Present AADT 4350
2015 Year of Count 2015
1 Projection Factor 1
4350 Projected Traffic 4350
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
MILL AND INLAY PROJECTCOMPLETED IN 2010. SAP 11-677-012
Comments MILL AND INLAY PROJECTCOMPLETED IN 2010. SAP 11-677-012
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.29 * 832238.66 / 60 * 25 *1.1
$1,254,947
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.29 * 2376 * 48.87 / 20 * 25 $477,523
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.29 * 49526.15 / 60 * 25 $67,892
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,254,947 + $477,523+ $67,892
$1,800,362
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-677-011
Original Current
EAST GULL LAKE Municipality EAST GULL LAKE
0.32 Segment Length 0.32
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.32 MILE EAST OF WEST LIMITSTO WEST LIMITS EAST GULL LA5)
Termini 0.32 MILE EAST OF WEST LIMITSTO WEST LIMITS EAST GULL LA5)
990 Present AADT 990
2015 Year of Count 2015
1 Projection Factor 1
990 Projected Traffic 990
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
MILL AND INLAY PROJECTCOMPLETED IN 2010. SAP 11-677-012
Comments MILL AND INLAY PROJECTCOMPLETED IN 2010. SAP 11-677-012
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.32 * 468839.66 / 60 * 25 *1.1
$68,763
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.32 * 2112 * 48.87 / 20 * 25 $41,285
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.32 * 51.09 / 60 * 25 $7
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $68,763 + $41,285 +$7
$110,055
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-677-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.4 Segment Length 5.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
WEST LIMITS EAST GULL LAKETO 5.40 MILES WEST AND NORTH
Termini WEST LIMITS EAST GULL LAKETO 5.40 MILES WEST AND NORTH
990 Present AADT 990
2015 Year of Count 2015
1 Projection Factor 1
990 Projected Traffic 990
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.4 * 468839.66 / 60 * 25 *1.1
$1,160,378
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.4 * 2112 * 48.87 / 20 * 25 $696,691
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.4 * 51.09 / 60 * 25 $115
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,160,378 + $696,691+ $115
$1,857,184
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-677-021
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.5 Segment Length 2.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
5.4 MI W AND N OF W LIM E GULLLAKE TO S LIM LAKESHORE VIL.
Termini 5.4 MI W AND N OF W LIM E GULLLAKE TO S LIM LAKESHORE VIL.
990 Present AADT 990
2015 Year of Count 2015
1 Projection Factor 1
990 Projected Traffic 990
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
WIDEN IN 1999 Comments WIDEN IN 1999
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.5 * 468839.66 / 60 * 25 *1.1
$537,212
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.5 * 2112 * 48.87 / 20 * 25 $322,542
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.5 * 51.09 / 60 * 25 $53
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $537,212 + $322,542+ $53
$859,807
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-677-030
Original Current
LAKE SHORE Municipality LAKE SHORE
0.8 Segment Length 0.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S LIMS LAKESHORE TO 0.8 MILESN
Termini S LIMS LAKESHORE TO 0.8 MILESN
990 Present AADT 990
2015 Year of Count 2015
1 Projection Factor 1
990 Projected Traffic 990
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1967 Latest Year SA funds 1967
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.8 * 468839.66 / 60 * 25 *1.1
$171,908
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.8 * 2112 * 48.87 / 20 * 25 $103,213
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.8 * 51.09 / 60 * 25 $17
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $171,908 + $103,213+ $17
$275,138
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-677-040
Original Current
LAKE SHORE Municipality LAKE SHORE
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.8 M TO 1.2 M N OF S L LAKESHR Termini 0.8 M TO 1.2 M N OF S L LAKESHR
1550 Present AADT 1550
2015 Year of Count 2015
1 Projection Factor 1
1550 Projected Traffic 1550
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.4 * 832238.66 / 60 * 25 *1.1
$152,577
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2376 * 48.87 / 20 * 25 $58,058
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 49526.15 / 60 * 25 $8,254
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $152,577 + $58,058 +$8,254
$218,889
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-677-050
Original Current
LAKE SHORE Municipality LAKE SHORE
0.6 Segment Length 0.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.2 MI N TO 1.8 MI N OF S LIMSLAKE SHORE
Termini 1.2 MI N TO 1.8 MI N OF S LIMSLAKE SHORE
1550 Present AADT 1550
2015 Year of Count 2015
1 Projection Factor 1
1550 Projected Traffic 1550
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1983 Latest Year SA funds 1983
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.6 * 832238.66 / 60 * 25 *1.1
$228,866
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2376 * 48.87 / 20 * 25 $87,086
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 49526.15 / 60 * 25 $12,382
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $228,866 + $87,086 +$12,382
$328,334
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-677-051
Original Current
LAKE SHORE Municipality LAKE SHORE
2.4 Segment Length 2.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.8 MI N OF S LIMS LAKESHORETO CSAH 78
Termini 1.8 MI N OF S LIMS LAKESHORETO CSAH 78
2050 Present AADT 2050
2015 Year of Count 2015
1 Projection Factor 1
2050 Projected Traffic 2050
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.4 * 832238.66 / 60 * 25 *1.1
$915,463
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.4 * 2376 * 48.87 / 20 * 25 $348,345
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.4 * 49526.15 / 60 * 25 $49,526
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $915,463 + $348,345+ $49,526
$1,313,334
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-677-060
Original Current
LAKE SHORE Municipality LAKE SHORE
1.5 Segment Length 1.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 78 LAKESHORE TO EASTCO LINE
Termini CSAH 78 LAKESHORE TO EASTCO LINE
4000 Present AADT 4000
2015 Year of Count 2015
1 Projection Factor 1
4000 Projected Traffic 4000
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1996 Latest Year SA funds 1996
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
11516 Structure Number 11516
15.8 Milepoint 15.8
1996 Year Built 1996
GULL LAKE NARROWS Feature Crossed GULL LAKE NARROWS
Type of Service
Number of Spans
128 Bridge Length 128
46 Bridge Width 46
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.5 * 832238.66 / 60 * 25 *1.1
$572,164
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.5 * 2376 * 48.87 / 20 * 25 $217,716
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.5 * 49526.15 / 60 * 25 $30,954
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
128 * 46 * 152 / 80 * 25 *1.15
$321,632
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $572,164 + $217,716+ $30,954 + $321,632
$1,142,466
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : CASS Segment Nbr : 011-678-010
Original Current
LAKE SHORE Municipality LAKE SHORE
0.59 Segment Length 0.59
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 77 TO 0.59 MILES WEST OFCSAH 77
Termini CSAH 77 TO 0.59 MILES WEST OFCSAH 77
1450 Present AADT 1450
2015 Year of Count 2015
1 Projection Factor 1
1450 Projected Traffic 1450
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 011-678-003 M&OL Comments 2016 SAP 011-678-003 M&OL
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
11517 Structure Number 11517
2.55 Milepoint 2.55
1999 Year Built 1999
HOME BROOK Feature Crossed HOME BROOK
Type of Service
Number of Spans
98 Bridge Length 98
40 Bridge Width 40
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.59 * 1369859.45 / 60 * 25* 1.15
$387,271
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.59 * 2904 * 48.87 / 15 * 25 $139,553
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.59 * 71309.22 / 60 * 25 $17,530
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
98 * 40 * 152 / 80 * 25 *1.15
$214,130
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $387,271 + $139,553+ $17,530 + $214,130
$758,484
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : CASS Segment Nbr : 011-678-015
Original Current
LAKE SHORE Municipality LAKE SHORE
0.49 Segment Length 0.49
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.59 MILE W OF CSAH 77 TO CORD 107
Termini 0.59 MILE W OF CSAH 77 TO CORD 107
1100 Present AADT 1100
2015 Year of Count 2015
1 Projection Factor 1
1100 Projected Traffic 1100
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 011-678-003 M&OL Comments 2016 SAP 011-678-003 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.49 * 468839.66 / 60 * 25 *1.1
$105,294
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.49 * 2112 * 48.87 / 20 * 25 $63,218
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.49 * 51.09 / 60 * 25 $10
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $105,294 + $63,218 +$10
$168,522
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : CASS Segment Nbr : 011-678-020
Original Current
LAKE SHORE Municipality LAKE SHORE
1.47 Segment Length 1.47
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CO RD 107 TO CSAH 29 Termini CO RD 107 TO CSAH 29
650 Present AADT 650
2015 Year of Count 2015
1 Projection Factor 1
650 Projected Traffic 650
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 011-678-003 M&OL Comments 2016 SAP 011-678-003 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.47 * 468839.66 / 60 * 25 *1.1
$315,881
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.47 * 2112 * 48.87 / 20 * 25 $189,655
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.47 * 51.09 / 60 * 25 $31
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $315,881 + $189,655+ $31
$505,567
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-679-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 84 TO CSAH 43 Termini TH 84 TO CSAH 43
175 Present AADT 175
2015 Year of Count 2015
1 Projection Factor 1
175 Projected Traffic 175
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1991 Latest Year SA funds 1991
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 468839.66 / 60 * 25 * 1.1 $214,885
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 48.87 / 20 * 25 $129,017
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 51.09 / 60 * 25 $21
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $214,885 + $129,017+ $21
$343,923
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-691-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
6.7 Segment Length 6.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 2 TO A POINT 6.7 MILES NW Termini TH 2 TO A POINT 6.7 MILES NW
160 Present AADT 160
2015 Year of Count 2015
1 Projection Factor 1
160 Projected Traffic 160
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1995 Latest Year SA funds 1995
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6.7 * 468839.66 / 60 * 25 *1.1
$1,439,728
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6.7 * 2112 * 48.87 / 20 * 25 $864,413
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6.7 * 51.09 / 60 * 25 $143
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,439,728 + $864,413+ $143
$2,304,284
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-691-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
6.7 MILES NO. OF TH 2 TO W COLINE
Termini 6.7 MILES NO. OF TH 2 TO W COLINE
160 Present AADT 160
2015 Year of Count 2015
1 Projection Factor 1
160 Projected Traffic 160
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1994 Latest Year SA funds 1994
0 Number of Signal Legs 0
SB APPROVED MILEAGESEGMENT
Special Message Code SB APPROVED MILEAGESEGMENT
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3 * 468839.66 / 60 * 25 * 1.1 $644,655
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 48.87 / 20 * 25 $387,050
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 51.09 / 60 * 25 $64
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $644,655 + $387,050+ $64
$1,031,769
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-691-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.1 Segment Length 1.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NORTH CO LINE TO CSAH 10 Termini NORTH CO LINE TO CSAH 10
160 Present AADT 160
2015 Year of Count 2015
1.1 Projection Factor 1.1
160 Projected Traffic 160
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1994 Latest Year SA funds 1994
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.1 * 468839.66 / 60 * 25 *1.1
$236,373
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.1 * 2112 * 48.87 / 20 * 25 $141,918
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.1 * 51.09 / 60 * 25 $23
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $236,373 + $141,918+ $23
$378,314
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-801-010
Original Current
PILLAGER Municipality PILLAGER
0.17 Segment Length 0.17
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
RIVER ST TO 0.17 MILE EAST Termini RIVER ST TO 0.17 MILE EAST
810 Present AADT 810
2015 Year of Count 2015
1 Projection Factor 1
810 Projected Traffic 810
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
CONSTRUCTED UNDER SAP 11-801-01
Comments CONSTRUCTED UNDER SAP 11-801-01
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.17 * 468839.66 / 60 * 25 *1.1
$36,530
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.17 * 2112 * 48.87 / 20 * 25 $21,933
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.17 * 51.09 / 60 * 25 $4
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $36,530 + $21,933 +$4
$58,467
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-802-010
Original Current
PINE RIVER Municipality PINE RIVER
0.23 Segment Length 0.23
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
ON PARK, 1ST, AND NORWAY - TH371 TO TH 371
Termini ON PARK, 1ST, AND NORWAY - TH371 TO TH 371
1600 Present AADT 1600
2015 Year of Count 2015
1 Projection Factor 1
1600 Projected Traffic 1600
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 SAP 011-596-009 RECONST Comments 2015 SAP 011-596-009 RECONST
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.23 * 1369859.45 / 60 * 25* 1.15
$150,970
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.23 * 2904 * 48.87 / 15 * 25 $54,402
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.23 * 71309.22 / 60 * 25 $6,834
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $150,970 + $54,402 +$6,834
$212,206
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-803-010
Original Current
BACKUS Municipality BACKUS
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 87 TO LAKE AVE Termini TH 87 TO LAKE AVE
340 Present AADT 340
2015 Year of Count 2015
1 Projection Factor 1
340 Projected Traffic 340
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1984 Latest Year SA funds 1984
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.1 * 1369859.45 / 60 * 25 *1.15
$65,639
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2904 * 48.87 / 15 * 25 $23,653
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 71309.22 / 60 * 25 $2,971
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $65,639 + $23,653 +$2,971
$92,263
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-803-020
Original Current
BACKUS Municipality BACKUS
0.07 Segment Length 0.07
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
LAKE AVE TO PARK AVE Termini LAKE AVE TO PARK AVE
265 Present AADT 265
2015 Year of Count 2015
1 Projection Factor 1
265 Projected Traffic 265
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1984 Latest Year SA funds 1984
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.07 * 1369859.45 / 60 * 25* 1.15
$45,947
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2904 * 48.87 / 15 * 25 $16,557
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 71309.22 / 60 * 25 $2,080
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $45,947 + $16,557 +$2,080
$64,584
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-803-030
Original Current
BACKUS Municipality BACKUS
0.08 Segment Length 0.08
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
PARK AVE TO NO LIM BACKUS Termini PARK AVE TO NO LIM BACKUS
265 Present AADT 265
2015 Year of Count 2015
1 Projection Factor 1
265 Projected Traffic 265
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1984 Latest Year SA funds 1984
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.08 * 1369859.45 / 60 * 25* 1.15
$52,511
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.08 * 2904 * 48.87 / 15 * 25 $18,922
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.08 * 71309.22 / 60 * 25 $2,377
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $52,511 + $18,922 +$2,377
$73,810
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-804-010
Original Current
HACKENSACK Municipality HACKENSACK
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
ON WHIPPLE, 1ST, AND MURRAY -TH 371 TO TH 371
Termini ON WHIPPLE, 1ST, AND MURRAY -TH 371 TO TH 371
600 Present AADT 600
2015 Year of Count 2015
1 Projection Factor 1
600 Projected Traffic 600
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1988 Latest Year SA funds 1988
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 1369859.45 / 60 * 25 *1.15
$196,917
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2904 * 48.87 / 15 * 25 $70,959
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 71309.22 / 60 * 25 $8,914
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $196,917 + $70,959 +$8,914
$276,790
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : CASS Segment Nbr : 011-805-010
Original Current
WALKER Municipality WALKER
0.06 Segment Length 0.06
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 371 TO FRONT ST Termini TH 371 TO FRONT ST
1200 Present AADT 1200
2015 Year of Count 2015
1 Projection Factor 1
1200 Projected Traffic 1200
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2016 Latest Year SA funds 2016
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
2016 SAP 011-805-002 RECONST Comments 2016 SAP 011-805-002 RECONST
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.06 * 1369859.45 / 60 * 25* 1.15
$39,383
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.06 * 2904 * 48.87 / 15 * 25 $14,192
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.06 * 71309.22 / 60 * 25 $1,783
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $39,383 +$14,192 + $1,783
$90,514
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : CASS Segment Nbr : 011-805-020
Original Current
WALKER Municipality WALKER
0.05 Segment Length 0.05
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
FRONT ST TO CLEVELAND BLVD Termini FRONT ST TO CLEVELAND BLVD
1200 Present AADT 1200
2015 Year of Count 2015
1 Projection Factor 1
1200 Projected Traffic 1200
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 011-805-002 RECONST Comments 2016 SAP 011-805-002 RECONST
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.05 * 1369859.45 / 60 * 25* 1.15
$32,820
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.05 * 2904 * 48.87 / 15 * 25 $11,827
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.05 * 71309.22 / 60 * 25 $1,486
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $32,820 + $11,827 +$1,486
$46,133
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : CASS Segment Nbr : 011-805-030
Original Current
WALKER Municipality WALKER
0.04 Segment Length 0.04
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CLEVELAND BLVD TO LEECHLAKE
Termini CLEVELAND BLVD TO LEECHLAKE
1200 Present AADT 1200
2015 Year of Count 2015
1 Projection Factor 1
1200 Projected Traffic 1200
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 011-805-002 RECONST Comments 2016 SAP 011-805-002 RECONST
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.04 * 1369859.45 / 60 * 25* 1.15
$26,256
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.04 * 2904 * 48.87 / 15 * 25 $9,461
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.04 * 71309.22 / 60 * 25 $1,188
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $26,256 + $9,461 +$1,188
$36,905
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-806-010
Original Current
CASS LAKE Municipality CASS LAKE
0.14 Segment Length 0.14
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 371 TO BASSWOOD ON 2ND ST Termini TH 371 TO BASSWOOD ON 2ND ST
3100 Present AADT 3100
2015 Year of Count 2015
1 Projection Factor 1
3100 Projected Traffic 3100
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2007 Latest Year SA funds 2007
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
GRADING, SP 11-806-004 Comments GRADING, SP 11-806-004
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.14 * 1369859.45 / 60 * 25* 1.15
$91,895
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.14 * 2904 * 48.87 / 15 * 25 $33,114
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.14 * 71309.22 / 60 * 25 $4,160
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $91,895 +$33,114 + $4,160
$164,325
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-806-020
Original Current
CASS LAKE Municipality CASS LAKE
0.07 Segment Length 0.07
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
BASSWOOD AV W TO BIRCH AV W Termini BASSWOOD AV W TO BIRCH AV W
3100 Present AADT 3100
2015 Year of Count 2015
1 Projection Factor 1
3100 Projected Traffic 3100
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
GRADING, SP 11-806-004 Comments GRADING, SP 11-806-004
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.07 * 1369859.45 / 60 * 25* 1.15
$45,947
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2904 * 48.87 / 15 * 25 $16,557
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 71309.22 / 60 * 25 $2,080
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $45,947 + $16,557 +$2,080
$64,584
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-806-021
Original Current
CASS LAKE Municipality CASS LAKE
0.15 Segment Length 0.15
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
BIRCH AV W TO ELM AV W Termini BIRCH AV W TO ELM AV W
2550 Present AADT 2550
2015 Year of Count 2015
1 Projection Factor 1
2550 Projected Traffic 2550
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
GRADING, SP 11-806-004 Comments GRADING, SP 11-806-004
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.15 * 1369859.45 / 60 * 25* 1.15
$98,459
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 2904 * 48.87 / 15 * 25 $35,480
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 71309.22 / 60 * 25 $4,457
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $98,459 + $35,480 +$4,457
$138,396
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-806-030
Original Current
CASS LAKE Municipality CASS LAKE
0.14 Segment Length 0.14
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
ELM AV W TO MAPLE Termini ELM AV W TO MAPLE
2550 Present AADT 2550
2015 Year of Count 2015
1 Projection Factor 1
2550 Projected Traffic 2550
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
GRADING, SP 11-806-004 Comments GRADING, SP 11-806-004
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.14 * 1369859.45 / 60 * 25* 1.15
$91,895
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.14 * 2904 * 48.87 / 15 * 25 $33,114
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.14 * 71309.22 / 60 * 25 $4,160
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $91,895 + $33,114 +$4,160
$129,169
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-806-035
Original Current
CASS LAKE Municipality CASS LAKE
0.32 Segment Length 0.32
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
MAPLE AVE TO .32 MI E Termini MAPLE AVE TO .32 MI E
1200 Present AADT 1200
2015 Year of Count 2015
1 Projection Factor 1
1200 Projected Traffic 1200
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1980 Latest Year SA funds 1980
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.32 * 1369859.45 / 60 * 25* 1.15
$210,045
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.32 * 2904 * 48.87 / 15 * 25 $75,690
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.32 * 71309.22 / 60 * 25 $9,508
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $210,045 + $75,690 +$9,508
$295,243
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-806-040
Original Current
CASS LAKE Municipality CASS LAKE
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.32 MI E OF MAPLE TO TH 2 Termini 0.32 MI E OF MAPLE TO TH 2
1200 Present AADT 1200
2015 Year of Count 2015
1 Projection Factor 1
1200 Projected Traffic 1200
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.2 * 468839.66 / 60 * 25 *1.1
$42,977
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2112 * 48.87 / 20 * 25 $25,803
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 51.09 / 60 * 25 $4
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $42,977 + $25,803 +$4
$68,784
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-807-010
Original Current
CASS LAKE Municipality CASS LAKE
0.07 Segment Length 0.07
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
2ND ST TO 3RD ST N CASS LAKE Termini 2ND ST TO 3RD ST N CASS LAKE
1500 Present AADT 1500
2015 Year of Count 2015
1 Projection Factor 1
1500 Projected Traffic 1500
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
GRADING, SP 11-807-002 Comments GRADING, SP 11-807-002
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.07 * 1369859.45 / 60 * 25* 1.15
$45,947
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2904 * 48.87 / 15 * 25 $16,557
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 71309.22 / 60 * 25 $2,080
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $45,947 + $16,557 +$2,080
$64,584
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-807-020
Original Current
CASS LAKE Municipality CASS LAKE
0.13 Segment Length 0.13
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
3RD ST N TO 5TH ST N Termini 3RD ST N TO 5TH ST N
1950 Present AADT 1950
2015 Year of Count 2015
1 Projection Factor 1
1950 Projected Traffic 1950
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
GRADING, SP 11-807-002 Comments GRADING, SP 11-807-002
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.13 * 1369859.45 / 60 * 25* 1.15
$85,331
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.13 * 2904 * 48.87 / 15 * 25 $30,749
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.13 * 71309.22 / 60 * 25 $3,863
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $85,331 + $30,749 +$3,863
$119,943
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : CASS Segment Nbr : 011-807-030
Original Current
CASS LAKE Municipality CASS LAKE
0.18 Segment Length 0.18
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
5TH ST N TO N LIM CASS LAKE Termini 5TH ST N TO N LIM CASS LAKE
2650 Present AADT 2650
2015 Year of Count 2015
1 Projection Factor 1
2650 Projected Traffic 2650
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2000 Latest Year SA funds 2000
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
2 * 56250 / 40 * 25 $70,313
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.18 * 832238.66 / 60 * 25 *1.1
$68,660
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.18 * 2376 * 48.87 / 20 * 25 $26,126
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.18 * 49526.15 / 60 * 25 $3,714
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $68,660 +$26,126 + $3,714
$168,813