SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : WADENA Segment Nbr :...
Transcript of SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : WADENA Segment Nbr :...
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-601-010
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
TH 71 TO CSAH 23 Termini TH 71 TO CSAH 23
231 Present AADT 195
2012 Year of Count 2016
1.1 Projection Factor 1
231 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
Bridge Information Status: Original
Original Current
80502 Structure Number 80502
2.94 Milepoint 2.94
1962 Year Built 1962
WING RIVER Feature Crossed WING RIVER
Type of Service
Number of Spans
54.5 Bridge Length 54.5
29.4 Bridge Width 29.4
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
4.6 * 463559.6 / 60 * 25 *1.1
$977,338
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.6 * 2112 * 53.26 / 20 * 25 $646,789
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.6 * 21316.76 / 60 * 25 $40,857
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
54.5 * 29.4 * 152 / 80 * 25 *1.15
$87,526
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $977,338 + $646,789+ $40,857 + $87,526
$1,752,510
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-602-002
Original Current
ALDRICH Municipality ALDRICH
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
SO CO LINE TO TH 10 Termini SO CO LINE TO TH 10
523 Present AADT 480
2012 Year of Count 2016
1.1 Projection Factor 1
523 Projected Traffic 480
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1994 Latest Year SA funds 1994
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
062751M USDOT Number 062751M
0.37 Located at Milepoint 0.37
2 Mainline Tracks 2
SIGNALS ONLY Protection Type SIGNALS ONLY
1986 Last Year Protection Upgraded 1986
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
0.4 * 1688765.43 / 60 * 25 *1.15
$323,680
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2904 * 53.26 / 15 * 25 $103,111
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 26769.4 / 60 * 25 $4,462
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 + $323,680 + $103,111+ $4,462 + $275,000 +$64,800
$771,053
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : WADENA Segment Nbr : 080-602-003
Original Current
ALDRICH Municipality ALDRICH
0.16 Segment Length 0.02
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
FIRST ST TO THIRD ST ALONG TH10
Termini 1ST AVE NE FROM TH10 TO ELMLN NE
72 Present AADT 105
2012 Year of Count 2016
1.1 Projection Factor 1
72 Projected Traffic 105
URBAN Design Type RURAL
5 - URBAN : 0 - 9999 Design Group 5 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
THTB-NOT ELIGIBLE FOR TBFUNDS
Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.02 * 463559.6 / 60 * 25 *1.1
$4,249
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.02 * 2112 * 53.26 / 20 * 25 $2,812
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.02 * 21316.76 / 60 * 25 $178
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $4,249 + $2,812 +$178
$7,239
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : WADENA Segment Nbr : 080-602-004
Original Current
ALDRICH Municipality ALDRICH
0.2 Segment Length 0.11
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 10 TO 0.2 MI NO Termini ELM LN NE TO CENTRAL AVE N
160 Present AADT 105
2012 Year of Count 2016
1.1 Projection Factor 1
160 Projected Traffic 105
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
0.11 * 463559.6 / 60 * 25 *1.1
$23,371
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.11 * 2112 * 53.26 / 20 * 25 $15,467
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.11 * 21316.76 / 60 * 25 $977
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $23,371 + $15,467 +$977
$39,815
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : WADENA Segment Nbr : 080-602-006
Original Current
ALDRICH Municipality ALDRICH
0.19 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.2 MI NO OF TH 10 TO NO LIMALDRICH
Termini MAPLE ST TO NO LIM ALDRICH
160 Present AADT 105
2012 Year of Count 2016
1.1 Projection Factor 1
160 Projected Traffic 105
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1992 Latest Year SA funds 1992
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 463559.6 / 60 * 25 *1.1
$63,739
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 53.26 / 20 * 25 $42,182
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 21316.76 / 60 * 25 $2,665
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $63,739 + $42,182 +$2,665
$108,586
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-602-008
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
NO LIM ALDRICH TO CSAH 26 Termini NO LIM ALDRICH TO CSAH 26
347 Present AADT 320
2012 Year of Count 2016
1.1 Projection Factor 1
347 Projected Traffic 320
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
80536 Structure Number 80536
2.335 Milepoint 2.335
2010 Year Built 2010
PARTRIDGE RIVER Feature Crossed PARTRIDGE RIVER
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Spans 1
88.15 Bridge Length 88.15
39.34 Bridge Width 39.34
100% Shared Structure 100%
REPLACED UNDER SP 080-602-008.
Comments REPLACED UNDER SP 080-602-008.
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Bridge Information Status: Original
Original Current
80515 Structure Number 80515
1.655 Milepoint 1.655
1982 Year Built 1982
PARTRIDGE RIVER Feature Crossed PARTRIDGE RIVER
Type of Service
Number of Spans
64.8 Bridge Length 64.8
37.3 Bridge Width 37.3
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
1.9 * 463559.6 / 60 * 25 *1.1
$403,683
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.9 * 2112 * 53.26 / 20 * 25 $267,152
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.9 * 21316.76 / 60 * 25 $16,876
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
88.15 * 39.34 * 152 / 80 * 25* 1.15
$189,430
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
64.8 * 37.3 * 152 / 80 * 25 *1.15
$132,031
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Bridge
$0 + $403,683 + $267,152+ $16,876 + $189,430 +$132,031
$1,009,172
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-602-010
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 26 TO CSAH 29 Termini CSAH 26 TO CSAH 29
347 Present AADT 320
2012 Year of Count 2016
1.1 Projection Factor 1
347 Projected Traffic 320
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
3 * 463559.6 / 60 * 25 * 1.1 $637,394
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 53.26 / 20 * 25 $421,819
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 21316.76 / 60 * 25 $26,646
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $637,394 + $421,819+ $26,646
$1,085,859
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-602-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.5 Segment Length 1.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 29 TO W LIMS OF STAPLES Termini CSAH 29 TO W LIMS OF STAPLES
737 Present AADT 700
2012 Year of Count 2016
1.1 Projection Factor 1
737 Projected Traffic 700
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.5 * 463559.6 / 60 * 25 *1.1
$318,697
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.5 * 2112 * 53.26 / 20 * 25 $210,910
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.5 * 21316.76 / 60 * 25 $13,323
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $318,697 + $210,910+ $13,323
$542,930
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-602-030
Original Current
STAPLES Municipality STAPLES
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
W LIMS STAPLES TO CSAH 30 Termini W LIMS STAPLES TO CSAH 30
737 Present AADT 700
2012 Year of Count 2016
1.1 Projection Factor 1
737 Projected Traffic 700
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 463559.6 / 60 * 25 *1.1
$106,232
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 53.26 / 20 * 25 $70,303
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 21316.76 / 60 * 25 $4,441
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $106,232 + $70,303 +$4,441
$180,976
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-603-010
Original Current
STAPLES Municipality STAPLES
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
CSAH 30 (4TH ST) TO 6TH ST INSTAPLES
Termini CSAH 30 (4TH ST) TO 6TH ST INSTAPLES
2145 Present AADT 1850
2012 Year of Count 2016
1.1 Projection Factor 1
2145 Projected Traffic 1850
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 080-603-006 M&OLSHARED W/ TODD CO
Comments 2013 SAP 080-603-006 M&OLSHARED W/ TODD CO
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1688765.43 / 60 * 25* 1.15
$129,472
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.16 * 2904 * 53.26 / 15 * 25 $41,245
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.16 * 26769.4 / 60 * 25 $1,785
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $129,472 + $41,245 +$1,785
$172,502
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-603-011
Original Current
STAPLES Municipality STAPLES
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
6TH ST TO 8TH ST IN STAPLES Termini 6TH ST TO 8TH ST IN STAPLES
2145 Present AADT 1850
2012 Year of Count 2016
1.1 Projection Factor 1
2145 Projected Traffic 1850
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 080-603-006 M&OLSHARED W/ TODD CO
Comments 2013 SAP 080-603-006 M&OLSHARED W/ TODD CO
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1688765.43 / 60 * 25* 1.15
$121,380
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 2904 * 53.26 / 15 * 25 $38,667
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 26769.4 / 60 * 25 $1,673
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $121,380 + $38,667 +$1,673
$161,720
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-603-012
Original Current
STAPLES Municipality STAPLES
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
8TH ST TO E LIMITS OF STAPLES Termini 8TH ST TO E LIMITS OF STAPLES
2035 Present AADT 1750
2012 Year of Count 2016
1.1 Projection Factor 1
2035 Projected Traffic 1750
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.15 * 1688765.43 / 60 * 25* 1.15
$121,380
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 2904 * 53.26 / 15 * 25 $38,667
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 26769.4 / 60 * 25 $1,673
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $121,380 + $38,667 +$1,673
$161,720
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-603-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIM OUTSIDE OF STAPLES TO1.0 MI E
Termini E LIM OUTSIDE OF STAPLES TO1.0 MI E
2035 Present AADT 1750
2012 Year of Count 2016
1.1 Projection Factor 1
2035 Projected Traffic 1750
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
93669 Structure Number 93669
0.852 Milepoint 0.852
1983 Year Built 1983
HAYDEN CREEK Feature Crossed HAYDEN CREEK
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
5 Culvert Height 5
70 Culvert Length 70
50.00046828 Area of Waterway Opening 50.00046828
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 870848.36 / 60 * 25 * 1.1 $399,139
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2376 * 53.26 / 20 * 25 $158,182
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 54476.41 / 60 * 25 $22,699
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
70 * 50.00046828 * 15.47 /100 * 25 * 1.15
$15,567
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $399,139 + $158,182+ $22,699 + $15,567
$595,587
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-604-010
Original Current
WADENA Municipality WADENA
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
TH 10 TO 0.31 MI E Termini TH 10 TO 0.31 MI E
2365 Present AADT 2050
2012 Year of Count 2016
1.1 Projection Factor 1
2365 Projected Traffic 2050
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1987 Latest Year SA funds 1987
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1688765.43 / 60 * 25* 1.15
$250,852
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.31 * 2904 * 53.26 / 15 * 25 $79,911
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.31 * 26769.4 / 60 * 25 $3,458
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $250,852 + $79,911 +$3,458
$334,221
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-604-020
Original Current
WADENA Municipality WADENA
0.62 Segment Length 0.62
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.31 MI E TO 0.93 MI E OF TH 10 Termini 0.31 MI E TO 0.93 MI E OF TH 10
2365 Present AADT 2050
2012 Year of Count 2016
1.1 Projection Factor 1
2365 Projected Traffic 2050
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1987 Latest Year SA funds 1987
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
ADDED CURB AND GUTTER Comments ADDED CURB AND GUTTER
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.62 * 870848.36 / 60 * 25 *1.1
$247,466
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.62 * 2376 * 53.26 / 20 * 25 $98,073
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.62 * 54476.41 / 60 * 25 $14,073
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $247,466 + $98,073 +$14,073
$359,612
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-604-025
Original Current
WADENA Municipality WADENA
0.24 Segment Length 0.24
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.93 MI E OF TH 10 TO E LIMSWADENA
Termini 0.93 MI E OF TH 10 TO E LIMSWADENA
1650 Present AADT 1600
2012 Year of Count 2016
1.1 Projection Factor 1
1650 Projected Traffic 1600
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1987 Latest Year SA funds 1987
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
CHANGED TO PROPOSED URBANDESIGN FOR SEGMENT. NO CURBAND GUTTER PAST HARRY &RICH DRIVE AS PER KELVIN5/2/11. PARTIAL STORMSEWER.
Comments CHANGED TO PROPOSED URBANDESIGN FOR SEGMENT. NO CURBAND GUTTER PAST HARRY &RICH DRIVE AS PER KELVIN5/2/11. PARTIAL STORMSEWER.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.24 * 870848.36 / 60 * 25 *1.1
$95,793
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.24 * 2376 * 53.26 / 20 * 25 $37,964
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.24 * 54476.41 / 60 * 25 $5,448
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $95,793 + $37,964 +$5,448
$139,205
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-604-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.8 Segment Length 4.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIM WADENA TO CSAH 23 Termini E LIM WADENA TO CSAH 23
1650 Present AADT 1600
2012 Year of Count 2016
1.1 Projection Factor 1
1650 Projected Traffic 1600
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1987 Latest Year SA funds 1987
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.8 * 870848.36 / 60 * 25 *1.1
$1,915,866
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.8 * 2376 * 53.26 / 20 * 25 $759,275
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.8 * 54476.41 / 60 * 25 $108,953
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,915,866 + $759,275+ $108,953
$2,784,094
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-604-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5 Segment Length 5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 23 TO CSAH 26 Termini CSAH 23 TO CSAH 26
528 Present AADT 435
2012 Year of Count 2016
1.1 Projection Factor 1
528 Projected Traffic 435
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1997 Latest Year SA funds 1997
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
80511 Structure Number 80511
6.34 Milepoint 6.34
1970 Year Built 1970
WING RIVER Feature Crossed WING RIVER
Type of Service
Number of Spans
81.2 Bridge Length 81.2
41.166 Bridge Width 41.166
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 * 463559.6 / 60 * 25 * 1.1 $1,062,324
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5 * 2112 * 53.26 / 20 * 25 $703,032
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5 * 21316.76 / 60 * 25 $44,410
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
81.2 * 41.166 * 152 / 80 * 25* 1.15
$182,594
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,062,324 + $703,032+ $44,410 + $182,594
$1,992,360
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-605-010
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
CSAH 26 TO CSAH 29 Termini CSAH 26 TO CSAH 29
209 Present AADT 140
2012 Year of Count 2016
1.1 Projection Factor 1
209 Projected Traffic 140
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
2.6 * 463559.6 / 60 * 25 *1.1
$552,409
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.6 * 2112 * 53.26 / 20 * 25 $365,577
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.6 * 21316.76 / 60 * 25 $23,093
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $552,409 + $365,577+ $23,093
$941,079
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-606-010
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 66 TO TH 71 Termini CSAH 66 TO TH 71
154 Present AADT 155
2012 Year of Count 2016
1.1 Projection Factor 1
154 Projected Traffic 155
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2005 Latest Year SA funds 2005
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RESURFACED IN 2005 UNDER SAP80-606-09COMBINED WITH SEGMENT 020 IN2010
Comments RESURFACED IN 2005 UNDER SAP80-606-09COMBINED WITH SEGMENT 020 IN2010
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 463559.6 / 60 * 25 * 1.1 $424,930
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 53.26 / 20 * 25 $281,213
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 21316.76 / 60 * 25 $17,764
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $424,930 + $281,213+ $17,764
$723,907
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-606-030
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 71 TO CSAH 23 Termini TH 71 TO CSAH 23
418 Present AADT 470
2012 Year of Count 2016
1.1 Projection Factor 1
418 Projected Traffic 470
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
4 * 463559.6 / 60 * 25 * 1.1 $849,859
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 53.26 / 20 * 25 $562,426
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 21316.76 / 60 * 25 $35,528
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $849,859 + $562,426+ $35,528
$1,447,813
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-607-010
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 23 TO CSAH 26 Termini CSAH 23 TO CSAH 26
330 Present AADT 290
2012 Year of Count 2016
1.1 Projection Factor 1
330 Projected Traffic 290
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 080-607-016 M&OL Comments 2013 SAP 080-607-016 M&OL
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
80537 Structure Number 80537
4.83 Milepoint 4.83
2011 Year Built 2011
RED EYE RIVER Feature Crossed RED EYE RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
90.5 Bridge Length 90.5
35.34 Bridge Width 35.34
100% Shared Structure 100%
REPLACED UNDER SAP 080-607-012.
Comments REPLACED UNDER SAP 080-607-012.
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 * 463559.6 / 60 * 25 * 1.1 $1,274,789
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6 * 2112 * 53.26 / 20 * 25 $843,638
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6 * 21316.76 / 60 * 25 $53,292
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
90.5 * 35.34 * 152 / 80 * 25* 1.15
$174,705
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,274,789 + $843,638+ $53,292 + $174,705
$2,346,424
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-607-020
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 26 TO CSAH 30 Termini CSAH 26 TO CSAH 30
193 Present AADT 190
2012 Year of Count 2016
1.1 Projection Factor 1
193 Projected Traffic 190
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 080-607-015 M&OL
2012 SAP 080-607-013 M&OL
Comments 2013 SAP 080-607-015 M&OL
2012 SAP 080-607-013 M&OL
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
80506 Structure Number 80506
10.01 Milepoint 10.01
1967 Year Built 1967
CROW WING RIVER Feature Crossed CROW WING RIVER
Type of Service
Number of Spans
160 Bridge Length 160
31.1 Bridge Width 31.1
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.4 * 463559.6 / 60 * 25 *1.1
$934,845
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.4 * 2112 * 53.26 / 20 * 25 $618,668
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.4 * 21316.76 / 60 * 25 $39,081
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
160 * 31.1 * 138 / 80 * 25 *1.15
$246,779
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $934,845 + $618,668+ $39,081 + $246,779
$1,839,373
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-607-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.3 Segment Length 4.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 30 TO 0.2 MI SO OF CSAH 9 Termini CSAH 30 TO 0.2 MI SO OF CSAH 9
352 Present AADT 330
2012 Year of Count 2016
1.1 Projection Factor 1
352 Projected Traffic 330
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
4.3 * 463559.6 / 60 * 25 *1.1
$913,599
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.3 * 2112 * 53.26 / 20 * 25 $604,608
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.3 * 21316.76 / 60 * 25 $38,193
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $913,599 + $604,608+ $38,193
$1,556,400
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-607-040
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
0.20 MI SO TO CSAH 9 Termini 0.20 MI SO TO CSAH 9
352 Present AADT 330
2012 Year of Count 2016
1.1 Projection Factor 1
352 Projected Traffic 330
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
CHANGED TO PROPOSED URBANDESIGN WITH STORM SEWERAND CURB AND GUTTER.
Comments CHANGED TO PROPOSED URBANDESIGN WITH STORM SEWERAND CURB AND GUTTER.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 463559.6 / 60 * 25 *1.1
$42,493
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2112 * 53.26 / 20 * 25 $28,121
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 21316.76 / 60 * 25 $1,776
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $42,493 + $28,121 +$1,776
$72,390
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-607-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2 Segment Length 2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 9 TO EAST CO LINE Termini CSAH 9 TO EAST CO LINE
352 Present AADT 330
2012 Year of Count 2016
1.1 Projection Factor 1
352 Projected Traffic 330
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 080-607-014 RC&OL Comments 2015 SAP 080-607-014 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 * 463559.6 / 60 * 25 * 1.1 $424,930
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 53.26 / 20 * 25 $281,213
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 21316.76 / 60 * 25 $17,764
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $424,930 + $281,213+ $17,764
$723,907
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-608-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.5 Segment Length 2.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
WEST COUNTY LINE TO WESTLIMITS OF SEBEKA
Termini WEST COUNTY LINE TO WESTLIMITS OF SEBEKA
1056 Present AADT 890
2012 Year of Count 2016
1.1 Projection Factor 1
1056 Projected Traffic 890
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 080-608-005 M&OL Comments 2013 SAP 080-608-005 M&OL
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
97561 Structure Number 97561
1.61 Milepoint 1.61
1993 Year Built 1993
HAY CREEK Feature Crossed HAY CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
10 Culvert Width 10
7 Culvert Height 7
70 Culvert Length 70
139.99958896 Area of Waterway Opening 139.99958896
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.5 * 463559.6 / 60 * 25 *1.1
$531,162
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.5 * 2112 * 53.26 / 20 * 25 $351,516
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.5 * 21316.76 / 60 * 25 $22,205
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
70 * 139.99958896 * 15.47 /100 * 25 * 1.15
$43,587
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $531,162 + $351,516+ $22,205 + $43,587
$948,470
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-608-020
Original Current
SEBEKA Municipality SEBEKA
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
WEST LIMTS OF SEBEKA TO 0.14MILE WEST OF TH 71
Termini WEST LIMTS OF SEBEKA TO 0.14MILE WEST OF TH 71
1375 Present AADT 1200
2012 Year of Count 2016
1.1 Projection Factor 1
1375 Projected Traffic 1200
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 080-608-005 M&OL Comments 2013 SAP 080-608-005 M&OL
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
80530 Structure Number 80530
2.87 Milepoint 2.87
1993 Year Built 1993
RED EYE RIVER Feature Crossed RED EYE RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
92.83 Bridge Length 92.83
47.3 Bridge Width 47.3
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
0.35 * 463559.6 / 60 * 25 *1.1
$74,363
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.35 * 2112 * 53.26 / 20 * 25 $49,212
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.35 * 21316.76 / 60 * 25 $3,109
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
92.83 * 47.3 * 152 / 80 * 25* 1.15
$239,851
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $74,363 + $49,212 +$3,109 + $239,851
$366,535
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-608-030
Original Current
SEBEKA Municipality SEBEKA
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
0.14 MILE WEST OF TH 71 TO TH71
Termini 0.14 MILE WEST OF TH 71 TO TH71
1375 Present AADT 1200
2012 Year of Count 2016
1.1 Projection Factor 1
1375 Projected Traffic 1200
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 080-608-005 M&OL
ADDED CURB & GUTTER
Comments 2013 SAP 080-608-005 M&OL
ADDED CURB & GUTTER
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1688765.43 / 60 * 25* 1.15
$113,288
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.14 * 2904 * 53.26 / 15 * 25 $36,089
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.14 * 26769.4 / 60 * 25 $1,562
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $113,288 + $36,089 +$1,562
$150,939
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-609-010
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
W CO LINE TO TH 71 Termini W CO LINE TO TH 71
187 Present AADT 215
2012 Year of Count 2016
1.1 Projection Factor 1
187 Projected Traffic 215
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3 * 463559.6 / 60 * 25 * 1.1 $637,394
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 53.26 / 20 * 25 $421,819
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 21316.76 / 60 * 25 $26,646
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $637,394 + $421,819+ $26,646
$1,085,859
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-609-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 71 TO CSAH 23 Termini TH 71 TO CSAH 23
352 Present AADT 360
2012 Year of Count 2016
1.1 Projection Factor 1
352 Projected Traffic 360
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
Segment CostInformation
Computation Factor 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 * 463559.6 / 60 * 25 * 1.1 $849,859
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 53.26 / 20 * 25 $562,426
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 21316.76 / 60 * 25 $35,528
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $849,859 + $562,426+ $35,528
$1,447,813
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-609-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2 Segment Length 2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 23 TO CO RD 118 Termini CSAH 23 TO CO RD 118
303 Present AADT 310
2012 Year of Count 2016
1.1 Projection Factor 1
303 Projected Traffic 310
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 * 463559.6 / 60 * 25 * 1.1 $424,930
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 53.26 / 20 * 25 $281,213
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 21316.76 / 60 * 25 $17,764
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $424,930 + $281,213+ $17,764
$723,907
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-609-040
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
CO RD 118 TO CSAH 26 Termini CO RD 118 TO CSAH 26
303 Present AADT 310
2012 Year of Count 2016
1.1 Projection Factor 1
303 Projected Traffic 310
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
80504 Structure Number 80504
9.92 Milepoint 9.92
1965 Year Built 1965
RED EYE RIVER Feature Crossed RED EYE RIVER
Type of Service
Number of Spans
62 Bridge Length 62
31.7 Bridge Width 31.7
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 463559.6 / 60 * 25 * 1.1 $849,859
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 53.26 / 20 * 25 $562,426
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 21316.76 / 60 * 25 $35,528
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
62 * 31.7 * 152 / 80 * 25 *1.15
$107,360
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $849,859 + $562,426+ $35,528 + $107,360
$1,555,173
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-609-050
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
CSAH 26 TO CSAH 7 Termini CSAH 26 TO CSAH 7
231 Present AADT 215
2012 Year of Count 2016
1.1 Projection Factor 1
231 Projected Traffic 215
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 080-609-019 M&OL Comments 2013 SAP 080-609-019 M&OL
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
80505 Structure Number 80505
16.95 Milepoint 16.95
1969 Year Built 1969
CROW WING RIVER Feature Crossed CROW WING RIVER
Type of Service
Number of Spans
180.3 Bridge Length 180.3
31.6 Bridge Width 31.6
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.2 * 463559.6 / 60 * 25 *1.1
$892,352
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.2 * 2112 * 53.26 / 20 * 25 $590,547
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.2 * 21316.76 / 60 * 25 $37,304
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
180.3 * 31.6 * 138 / 80 * 25* 1.15
$282,559
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $892,352 + $590,547+ $37,304 + $282,559
$1,802,762
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-610-010
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
CSAH23 TO CO RD 118 Termini CSAH23 TO CO RD 118
99 Present AADT 95
2012 Year of Count 2016
1.1 Projection Factor 1
99 Projected Traffic 95
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 * 231779.8 / 60 * 25 * 1.1 $212,465
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
$212,465 + $140,595 + $0 $353,060
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-610-011
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
COUNTY ROAD 118 TO CSAH 26 Termini COUNTY ROAD 118 TO CSAH 26
61 Present AADT 95
2012 Year of Count 2016
1.1 Projection Factor 1
61 Projected Traffic 95
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
80531 Structure Number 80531
2.07 Milepoint 2.07
1996 Year Built 1996
RED EYE RIVER Feature Crossed RED EYE RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
80.6 Bridge Length 80.6
35.33 Bridge Width 35.33
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 231779.8 / 60 * 25 * 1.1 $424,930
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 546 * 10.3 / 2 * 25 $281,190
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 0 / 60 * 25 $0
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
80.6 * 35.33 * 152 / 80 * 25* 1.15
$155,550
Total Segment Cost Construction +Preservation + ROW +Bridge
$424,930 + $281,190 + $0+ $155,550
$861,670
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-612-010
Original Current
SEBEKA Municipality SEBEKA
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 71 TO BECKER AVE Termini TH 71 TO BECKER AVE
2750 Present AADT 2800
2012 Year of Count 2016
1.1 Projection Factor 1
2750 Projected Traffic 2800
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
0 Latest Year SA funds 0
0 Number of Signal Legs 0
THTB-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS
Special Message Code THTB-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS
2013 CO# 94098 Comments 2013 CO# 94098
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
7170 Structure Number 7170
0.08 Milepoint 0.08
1958 Year Built 1958
CROW WING RIVER Feature Crossed CROW WING RIVER
Type of Service
0 Number of Spans 0
200 Bridge Length 200
36.3 Bridge Width 36.3
100% Shared Structure 100%
2012 SAP 080-612-007 BR# 7170REHAB
Comments 2012 SAP 080-612-007 BR# 7170REHAB
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
0.14 * 1688765.43 / 60 * 25* 1.15
$113,288
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.14 * 2904 * 53.26 / 15 * 25 $36,089
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.14 * 26769.4 / 60 * 25 $1,562
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
200 * 36.3 * 138 / 80 * 25 *1.15
$360,051
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $113,288 + $36,089 +$1,562 + $360,051
$510,990
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-612-020
Original Current
SEBEKA Municipality SEBEKA
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
BECKER AVE TO CSAH 52 Termini BECKER AVE TO CSAH 52
2475 Present AADT 2500
2012 Year of Count 2016
1.1 Projection Factor 1
2475 Projected Traffic 2500
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
0 Latest Year SA funds 0
0 Number of Signal Legs 0
THTB-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS
Special Message Code THTB-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS
2013 CO# 94098 Comments 2013 CO# 94098
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
93670 Structure Number 93670
2.47 Milepoint 2.47
1983 Year Built 1983
LITTLE SWAMP CREEK Feature Crossed LITTLE SWAMP CREEK
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
6 Culvert Height 6
50 Culvert Length 50
60.00013138 Area of Waterway Opening 60.00013138
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
96318 Structure Number 96318
3.95 Milepoint 3.95
1986 Year Built 1986
BEAVER CREEK Feature Crossed BEAVER CREEK
Type of Service
2 Number of Barrels 2
8 Culvert Width 8
5 Culvert Height 5
52 Culvert Length 52
80.00053397 Area of Waterway Opening 80.00053397
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
0.15 * 1688765.43 / 60 * 25* 1.15
$121,380
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 2904 * 53.26 / 15 * 25 $38,667
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 26769.4 / 60 * 25 $1,673
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
50 * 60.00013138 * 15.47 /100 * 25 * 1.15
$13,343
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
52 * 80.00053397 * 15.47 /100 * 25 * 1.15
$18,502
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $121,380 + $38,667 +$1,673 + $13,343 + $18,502
$193,565
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-612-025
Original Current
SEBEKA Municipality SEBEKA
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 52 TO SLOVER ST Termini CSAH 52 TO SLOVER ST
1485 Present AADT 1500
2012 Year of Count 2016
1.1 Projection Factor 1
1485 Projected Traffic 1500
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
0 Latest Year SA funds 0
0 Number of Signal Legs 0
THTB-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS
Special Message Code THTB-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS
2013 CO# 94098 Comments 2013 CO# 94098
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1688765.43 / 60 * 25 *1.15
$161,840
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2904 * 53.26 / 15 * 25 $51,556
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 26769.4 / 60 * 25 $2,231
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $161,840 + $51,556 +$2,231
$215,627
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-612-030
Original Current
SEBEKA Municipality SEBEKA
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
SLOVER ST E LIM SEBEKA Termini SLOVER ST E LIM SEBEKA
1485 Present AADT 1500
2012 Year of Count 2016
1.1 Projection Factor 1
1485 Projected Traffic 1500
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 1500 - 6999 )
0 Latest Year SA funds 0
0 Number of Signal Legs 0
THTB-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS
Special Message Code THTB-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS
2013 CO# 94098 Comments 2013 CO# 94098
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 870848.36 / 60 * 25 *1.1
$319,311
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.8 * 2376 * 53.26 / 20 * 25 $126,546
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.8 * 54476.41 / 60 * 25 $18,159
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $319,311 + $126,546+ $18,159
$464,016
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-612-040
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
E LIM SEBEKA TO CSAH 23 Termini E LIM SEBEKA TO CSAH 23
1485 Present AADT 1500
2012 Year of Count 2016
1.1 Projection Factor 1
1485 Projected Traffic 1500
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 1500 - 6999 )
0 Latest Year SA funds 0
0 Number of Signal Legs 0
THTB-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS
Special Message Code THTB-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS
2013 CO# 94098 Comments 2013 CO# 94098
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
80003 Structure Number 80003
0 Milepoint 0
1984 Year Built 1984
Feature Crossed
Type of Service
3 Number of Spans 3
122.6 Bridge Length 122.6
50.2 Bridge Width 50.2
100% Shared Structure 100%
CO# 94098 Comments CO# 94098
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
2.4 * 870848.36 / 60 * 25 *1.1
$957,933
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.4 * 2376 * 53.26 / 20 * 25 $379,637
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.4 * 54476.41 / 60 * 25 $54,476
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
122.6 * 50.2 * 152 / 80 * 25* 1.15
$336,191
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $957,933 + $379,637+ $54,476 + $336,191
$1,728,237
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-612-050
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 23 TO E LIM NIMROD Termini CSAH 23 TO E LIM NIMROD
671 Present AADT 580
2012 Year of Count 2016
1.1 Projection Factor 1
671 Projected Traffic 580
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-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS
Special Message Code THTB-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS
2013 CO# 94098 Comments 2013 CO# 94098
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
80002 Structure Number 80002
0 Milepoint 0
1984 Year Built 1984
Red Eye River Feature Crossed Red Eye River
Type of Service
3 Number of Spans 3
88.5 Bridge Length 88.5
50.2 Bridge Width 50.2
100% Shared Structure 100%
2013 CO# 94098 Comments 2013 CO# 94098
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
80x01 Structure Number 80x01
0 Milepoint 0
2011 Year Built 2011
Feature Crossed
Type of Service
2 Number of Barrels 2
10 Culvert Width 10
5 Culvert Height 5
72 Culvert Length 72
100 Area of Waterway Opening 100
100% Shared Structure 100%
2013 CO# 94098 Comments 2013 CO# 94098
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 * 463559.6 / 60 * 25 * 1.1 $1,274,789
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6 * 2112 * 53.26 / 20 * 25 $843,638
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6 * 21316.76 / 60 * 25 $53,292
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
88.5 * 50.2 * 152 / 80 * 25 *1.15
$242,682
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
72 * 100 * 15.47 / 100 * 25 *1.15
$32,023
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $1,274,789 + $843,638+ $53,292 + $242,682 +$32,023
$2,446,424
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-612-060
Original Current
NIMROD Municipality NIMROD
0.99 Segment Length 0.99
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIM NIMROD TO CSAH 14 Termini E LIM NIMROD TO CSAH 14
858 Present AADT 780
2012 Year of Count 2016
1.1 Projection Factor 1
858 Projected Traffic 780
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-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS
Special Message Code THTB-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS
2013 CO# 94098 Comments 2013 CO# 94098
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.99 * 463559.6 / 60 * 25 *1.1
$210,340
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.99 * 2112 * 53.26 / 20 * 25 $139,200
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.99 * 21316.76 / 60 * 25 $8,793
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $210,340 + $139,200+ $8,793
$358,333
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-612-070
Original Current
NIMROD Municipality NIMROD
0.66 Segment Length 0.66
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 14 TO E LIM NIMROD Termini CSAH 14 TO E LIM NIMROD
710 Present AADT 650
2012 Year of Count 2016
1.1 Projection Factor 1
710 Projected Traffic 650
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
0 Latest Year SA funds 0
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 CO# 94098 Comments 2013 CO# 94098
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
7170 Structure Number 7170
0 Milepoint 0
1958 Year Built 1958
Crow River Feature Crossed Crow River
Type of Service
3 Number of Spans 3
200 Bridge Length 200
36.3 Bridge Width 36.3
100% Shared Structure 100%
2013 CO# 94098 Comments 2013 CO# 94098
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
0.66 * 463559.6 / 60 * 25 *1.1
$140,227
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.66 * 2112 * 53.26 / 20 * 25 $92,800
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.66 * 21316.76 / 60 * 25 $5,862
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
200 * 36.3 * 138 / 80 * 25 *1.15
$360,051
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $140,227 + $92,800 +$5,862 + $360,051
$598,940
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-612-080
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
E LIM NIMROD TO E CO LINE Termini E LIM NIMROD TO E CO LINE
396 Present AADT 330
2012 Year of Count 2016
1.1 Projection Factor 1
396 Projected Traffic 330
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
0 Latest Year SA funds 0
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 CO# 94098 Comments 2013 CO# 94098
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
96318 Structure Number 96318
0 Milepoint 0
1986 Year Built 1986
Beaver Creek Feature Crossed Beaver Creek
Type of Service
2 Number of Barrels 2
8 Culvert Width 8
5 Culvert Height 5
52 Culvert Length 52
80 Area of Waterway Opening 80
100% Shared Structure 100%
2013 CO# 94098 Comments 2013 CO# 94098
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
93670 Structure Number 93670
0 Milepoint 0
1983 Year Built 1983
Little Swamp Creek Feature Crossed Little Swamp Creek
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
6 Culvert Height 6
50 Culvert Length 50
60 Area of Waterway Opening 60
100% Shared Structure 100%
2013 CO# 94098 Comments 2013 CO# 94098
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 * 463559.6 / 60 * 25 * 1.1 $849,859
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 53.26 / 20 * 25 $562,426
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 21316.76 / 60 * 25 $35,528
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
52 * 80 * 15.47 / 100 * 25 *1.15
$18,502
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
50 * 60 * 15.47 / 100 * 25 *1.15
$13,343
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $849,859 + $562,426+ $35,528 + $18,502 +$13,343
$1,479,658
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-613-010
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
W CO LINE TO TH 71 Termini W CO LINE TO TH 71
242 Present AADT 250
2012 Year of Count 2016
1.1 Projection Factor 1
242 Projected Traffic 250
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1987 Latest Year SA funds 1987
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3 * 463559.6 / 60 * 25 * 1.1 $637,394
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 53.26 / 20 * 25 $421,819
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 21316.76 / 60 * 25 $26,646
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $637,394 + $421,819+ $26,646
$1,085,859
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-613-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.3 Segment Length 4.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 71 TO CSAH 23 Termini TH 71 TO CSAH 23
226 Present AADT 235
2012 Year of Count 2016
1.1 Projection Factor 1
226 Projected Traffic 235
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
4.3 * 463559.6 / 60 * 25 *1.1
$913,599
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.3 * 2112 * 53.26 / 20 * 25 $604,608
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.3 * 21316.76 / 60 * 25 $38,193
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $913,599 + $604,608+ $38,193
$1,556,400
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-614-010
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 15 TO CR 167 Termini CSAH 15 TO CR 167
154 Present AADT 150
2012 Year of Count 2016
1.1 Projection Factor 1
154 Projected Traffic 150
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2 * 463559.6 / 60 * 25 * 1.1 $424,930
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 53.26 / 20 * 25 $281,213
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 21316.76 / 60 * 25 $17,764
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $424,930 + $281,213+ $17,764
$723,907
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-614-011
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
CO RD 167 TO THE NORTH LIMITSOF NIMROD
Termini CO RD 167 TO THE NORTH LIMITSOF NIMROD
270 Present AADT 260
2012 Year of Count 2016
1.1 Projection Factor 1
270 Projected Traffic 260
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
4.9 * 463559.6 / 60 * 25 *1.1
$1,041,078
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.9 * 2112 * 53.26 / 20 * 25 $688,971
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.9 * 21316.76 / 60 * 25 $43,522
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,041,078 + $688,971+ $43,522
$1,773,571
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-614-020
Original Current
NIMROD Municipality NIMROD
0.42 Segment Length 0.42
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NO LIM NIMROD TO CSAH 12 Termini NO LIM NIMROD TO CSAH 12
270 Present AADT 260
2012 Year of Count 2016
1.1 Projection Factor 1
270 Projected Traffic 260
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.42 * 463559.6 / 60 * 25 *1.1
$89,235
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.42 * 2112 * 53.26 / 20 * 25 $59,055
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.42 * 21316.76 / 60 * 25 $3,730
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $89,235 + $59,055 +$3,730
$152,020
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-615-009
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
CSAH 23 TO CSAH 14 Termini CSAH 23 TO CSAH 14
292 Present AADT 255
2012 Year of Count 2016
1.1 Projection Factor 1
292 Projected Traffic 255
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1992 Latest Year SA funds 1992
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 463559.6 / 60 * 25 * 1.1 $849,859
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 53.26 / 20 * 25 $562,426
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 21316.76 / 60 * 25 $35,528
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $849,859 + $562,426+ $35,528
$1,447,813
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-615-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 14 TO CO RD 151 Termini CSAH 14 TO CO RD 151
292 Present AADT 255
2012 Year of Count 2016
1.1 Projection Factor 1
292 Projected Traffic 255
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
80529 Structure Number 80529
4.19 Milepoint 4.19
1996 Year Built 1996
CROW WING RIVER Feature Crossed CROW WING RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
130.9 Bridge Length 130.9
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
1 * 463559.6 / 60 * 25 * 1.1 $212,465
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 53.26 / 20 * 25 $140,606
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 21316.76 / 60 * 25 $8,882
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
130.9 * 39.3 * 152 / 80 * 25* 1.15
$281,011
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $212,465 + $140,606+ $8,882 + $281,011
$642,964
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-615-020
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
COUNTY ROAD 151 TO CSAH 18 Termini COUNTY ROAD 151 TO CSAH 18
61 Present AADT 55
2012 Year of Count 2016
1.1 Projection Factor 1
61 Projected Traffic 55
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5 * 231779.8 / 60 * 25 * 1.1 $531,162
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5 * 546 * 10.3 / 2 * 25 $351,488
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$531,162 + $351,488 + $0 $882,650
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-616-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.5 Segment Length 2.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W COUNTY LINE TO TH 71 Termini W COUNTY LINE TO TH 71
682 Present AADT 680
2012 Year of Count 2016
1.1 Projection Factor 1
682 Projected Traffic 680
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
Culvert Information Status: Original
Original Current
97748 Structure Number 97748
0.693 Milepoint 0.693
1994 Year Built 1994
BLUEBERRY RIVER Feature Crossed BLUEBERRY RIVER
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
12 Culvert Width 12
8 Culvert Height 8
82 Culvert Length 82
131.99985848 Area of Waterway Opening 131.99985848
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.5 * 463559.6 / 60 * 25 *1.1
$531,162
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.5 * 2112 * 53.26 / 20 * 25 $351,516
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.5 * 21316.76 / 60 * 25 $22,205
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
82 * 131.99985848 * 15.47 /100 * 25 * 1.15
$48,141
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $531,162 + $351,516+ $22,205 + $48,141
$953,024
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-617-010
Original Current
MENAHGA Municipality MENAHGA
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
TH 71 NORTH EASTERLY (1)BLOCK TO CROOKS STREET
Termini TH 71 NORTH EASTERLY (1)BLOCK TO CROOKS STREET
2365 Present AADT 2300
2012 Year of Count 2016
1.1 Projection Factor 1
2365 Projected Traffic 2300
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 080-617-007 M&OL Comments 2013 SAP 080-617-007 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
0.07 * 1688765.43 / 60 * 25* 1.15
$56,644
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2904 * 53.26 / 15 * 25 $18,044
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 26769.4 / 60 * 25 $781
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $56,644 + $18,044 +$781
$75,469
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-617-011
Original Current
MENAHGA Municipality MENAHGA
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
CROOKS STREET NORTHEASTERLY (1) BLOCK TO FRONTSTREET
Termini CROOKS STREET NORTHEASTERLY (1) BLOCK TO FRONTSTREET
1705 Present AADT 1400
2012 Year of Count 2016
1.1 Projection Factor 1
1705 Projected Traffic 1400
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 080-617-007 M&OL Comments 2013 SAP 080-617-007 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
0.08 * 1688765.43 / 60 * 25* 1.15
$64,736
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.08 * 2904 * 53.26 / 15 * 25 $20,622
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.08 * 26769.4 / 60 * 25 $892
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $64,736 + $20,622 +$892
$86,250
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-617-020
Original Current
MENAHGA Municipality MENAHGA
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
0.15 MI NE TH 71 (FRONT STREET)TO 0.32 MI NE
Termini 0.15 MI NE TH 71 (FRONT STREET)TO 0.32 MI NE
1705 Present AADT 1400
2012 Year of Count 2016
1.1 Projection Factor 1
1705 Projected Traffic 1400
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 080-617-007 M&OL
ADDED STORM SEWER TO 0.17MILE AND CURB AND GUTTER TO1795 LF. REVISED YEAR OF LASTSTATE AID FUNDING BACK TO1974.
Comments 2013 SAP 080-617-007 M&OL
ADDED STORM SEWER TO 0.17MILE AND CURB AND GUTTER TO1795 LF. REVISED YEAR OF LASTSTATE AID FUNDING BACK TO1974.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1688765.43 / 60 * 25* 1.15
$137,564
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.17 * 2904 * 53.26 / 15 * 25 $43,822
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.17 * 26769.4 / 60 * 25 $1,896
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $137,564 + $43,822 +$1,896
$183,282
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-617-030
Original Current
MENAHGA Municipality MENAHGA
0.57 Segment Length 0.57
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.32 MI NE OF TH 71 TO E LIM OFMENAHGA
Termini 0.32 MI NE OF TH 71 TO E LIM OFMENAHGA
946 Present AADT 800
2012 Year of Count 2016
1.1 Projection Factor 1
946 Projected Traffic 800
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
CHANGED TO PROPOSED URBANDESIGN WITH STORM SEWERAND CURB AND GUTTER.
Comments CHANGED TO PROPOSED URBANDESIGN WITH STORM SEWERAND CURB AND GUTTER.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.57 * 463559.6 / 60 * 25 *1.1
$121,105
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.57 * 2112 * 53.26 / 20 * 25 $80,146
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.57 * 21316.76 / 60 * 25 $5,063
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $121,105 + $80,146 +$5,063
$206,314
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-617-040
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
E LIMITS MENAGHA TO CSAH 23 Termini E LIMITS MENAGHA TO CSAH 23
792 Present AADT 700
2012 Year of Count 2016
1.1 Projection Factor 1
792 Projected Traffic 700
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.5 * 463559.6 / 60 * 25 *1.1
$743,627
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.5 * 2112 * 53.26 / 20 * 25 $492,122
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.5 * 21316.76 / 60 * 25 $31,087
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $743,627 + $492,122+ $31,087
$1,266,836
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-618-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.9 Segment Length 5.9
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 23 TO CSAH 25 Termini CSAH 23 TO CSAH 25
407 Present AADT 380
2012 Year of Count 2016
1.1 Projection Factor 1
407 Projected Traffic 380
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 080-618-009 M&OL Comments 2014 SAP 080-618-009 M&OL
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
80509 Structure Number 80509
5.889 Milepoint 5.889
1969 Year Built 1969
CROW WING RIVER Feature Crossed CROW WING RIVER
Type of Service
Number of Spans
180.3 Bridge Length 180.3
34.3 Bridge Width 34.3
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.9 * 463559.6 / 60 * 25 *1.1
$1,253,542
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.9 * 2112 * 53.26 / 20 * 25 $829,578
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.9 * 21316.76 / 60 * 25 $52,404
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
180.3 * 34.3 * 138 / 80 * 25* 1.15
$306,702
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,253,542 + $829,578+ $52,404 + $306,702
$2,442,226
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-618-020
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 25 TO CO RD 153 Termini CSAH 25 TO CO RD 153
242 Present AADT 250
2012 Year of Count 2016
1.1 Projection Factor 1
242 Projected Traffic 250
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1992 Latest Year SA funds 1992
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.2 * 463559.6 / 60 * 25 *1.1
$467,423
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.2 * 2112 * 53.26 / 20 * 25 $309,334
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.2 * 21316.76 / 60 * 25 $19,540
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $467,423 + $309,334+ $19,540
$796,297
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-618-030
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
CO RD 153 TO 320TH ST. (3.4 MINE OF N LIMS NIMROD)
Termini CO RD 153 TO 320TH ST. (3.4 MINE OF N LIMS NIMROD)
242 Present AADT 250
2012 Year of Count 2016
1.1 Projection Factor 1
242 Projected Traffic 250
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1992 Latest Year SA funds 1992
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6 * 463559.6 / 60 * 25 * 1.1 $1,274,789
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6 * 2112 * 53.26 / 20 * 25 $843,638
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6 * 21316.76 / 60 * 25 $53,292
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,274,789 + $843,638+ $53,292
$2,171,719
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-618-040
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
3.4 MI NE TO N LIMS NIMROD Termini 3.4 MI NE TO N LIMS NIMROD
341 Present AADT 295
2012 Year of Count 2016
1.1 Projection Factor 1
341 Projected Traffic 295
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
Culvert Information Status: Original
Original Current
80J13 Structure Number 80J13
15.25 Milepoint 15.25
2002 Year Built 2002
BIG SWAMP CREEK Feature Crossed BIG SWAMP CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
14 Culvert Width 14
8 Culvert Height 8
108 Culvert Length 108
163.99985679 Area of Waterway Opening 163.99985679
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.4 * 463559.6 / 60 * 25 *1.1
$722,380
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.4 * 2112 * 53.26 / 20 * 25 $478,062
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.4 * 21316.76 / 60 * 25 $30,199
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
108 * 163.99985679 * 15.47/ 100 * 25 * 1.15
$78,776
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $722,380 + $478,062+ $30,199 + $78,776
$1,309,417
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-618-050
Original Current
NIMROD Municipality NIMROD
0.12 Segment Length 0.12
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
N LIMS NIMROD TO CSAH 12 Termini N LIMS NIMROD TO CSAH 12
341 Present AADT 295
2012 Year of Count 2016
1.1 Projection Factor 1
341 Projected Traffic 295
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2002 Latest Year SA funds 2002
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.12 * 463559.6 / 60 * 25 *1.1
$25,496
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.12 * 2112 * 53.26 / 20 * 25 $16,873
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.12 * 21316.76 / 60 * 25 $1,066
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $25,496 + $16,873 +$1,066
$43,435
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-619-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.3 Segment Length 3.3
GRADED & DRAINED Existing Surface Type GRADED & DRAINED
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 18 TO EAST COUNTY LINE Termini CSAH 18 TO EAST COUNTY LINE
66 Present AADT 60
2012 Year of Count 2016
1.1 Projection Factor 1
66 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
3.3 * 231779.8 / 60 * 25 *1.1
$350,567
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.3 * 546 * 10.3 / 2 * 25 $231,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.3 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$350,567 + $231,982 + $0 $582,549
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-620-010
Original Current
WADENA Municipality WADENA
0.78 Segment Length 0.78
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 10 TO 0.78 MI NO Termini TH 10 TO 0.78 MI NO
3135 Present AADT 3150
2012 Year of Count 2016
1.1 Projection Factor 1
3135 Projected Traffic 3150
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1997 Latest Year SA funds 1997
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.78 * 1688765.43 / 60 * 25* 1.15
$631,176
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.78 * 2904 * 53.26 / 15 * 25 $201,067
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.78 * 26769.4 / 60 * 25 $8,700
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $631,176 +$201,067 + $8,700
$876,099
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-620-030
Original Current
WADENA Municipality WADENA
0.21 Segment Length 0.21
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.78 MILE NORTH OF TH 10 TO TOTHE NORTH LIMITS OF WADENA
Termini 0.78 MILE NORTH OF TH 10 TO TOTHE NORTH LIMITS OF WADENA
1815 Present AADT 1750
2012 Year of Count 2016
1.1 Projection Factor 1
1815 Projected Traffic 1750
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
0.21 * 870848.36 / 60 * 25 *1.1
$83,819
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.21 * 2376 * 53.26 / 20 * 25 $33,218
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.21 * 54476.41 / 60 * 25 $4,767
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $83,819 + $33,218 +$4,767
$121,804
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-620-031
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
THE NORTH LIMITS OF WADENATO TH 71
Termini THE NORTH LIMITS OF WADENATO TH 71
1034 Present AADT 1000
2012 Year of Count 2016
1.1 Projection Factor 1
1034 Projected Traffic 1000
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1996 Latest Year SA funds 1996
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
80532 Structure Number 80532
3.09 Milepoint 3.09
1996 Year Built 1996
LEAF RIVER Feature Crossed LEAF RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
138 Bridge Length 138
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
3.8 * 463559.6 / 60 * 25 *1.1
$807,366
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.8 * 2112 * 53.26 / 20 * 25 $534,304
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.8 * 21316.76 / 60 * 25 $33,752
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
138 * 43.3 * 152 / 80 * 25 *1.15
$326,406
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $807,366 + $534,304+ $33,752 + $326,406
$1,701,828
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-621-010
Original Current
MENAHGA Municipality MENAHGA
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
TH 71 TO BIRCH AVE. NE (CSAH53)
Termini TH 71 TO BIRCH AVE. NE (CSAH53)
1925 Present AADT 1700
2012 Year of Count 2016
1.1 Projection Factor 1
1925 Projected Traffic 1700
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2009 Latest Year SA funds 2009
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2009 RESURFACED UNDER SAP80-621-10
Comments 2009 RESURFACED UNDER SAP80-621-10
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.07 * 1688765.43 / 60 * 25* 1.15
$56,644
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2904 * 53.26 / 15 * 25 $18,044
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 26769.4 / 60 * 25 $781
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $56,644 + $18,044 +$781
$75,469
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-621-020
Original Current
MENAHGA Municipality MENAHGA
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
BIRCH AVE. NE TO CEDARAVENUE
Termini BIRCH AVE. NE TO CEDARAVENUE
1540 Present AADT 1450
2012 Year of Count 2016
1.1 Projection Factor 1
1540 Projected Traffic 1450
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2009 Latest Year SA funds 2009
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2009 OVERLAY PROJECT, SAP 80-621-010
Comments 2009 OVERLAY PROJECT, SAP 80-621-010
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.08 * 1688765.43 / 60 * 25* 1.15
$64,736
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.08 * 2904 * 53.26 / 15 * 25 $20,622
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.08 * 26769.4 / 60 * 25 $892
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $64,736 + $20,622 +$892
$86,250
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-621-030
Original Current
MENAHGA Municipality MENAHGA
0.95 Segment Length 0.95
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CEDAR AVENUE STREET TO EASTLIMITS OF MENAHGA
Termini CEDAR AVENUE STREET TO EASTLIMITS OF MENAHGA
1540 Present AADT 1450
2012 Year of Count 2016
1.1 Projection Factor 1
1540 Projected Traffic 1450
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2009 Latest Year SA funds 2009
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONSTRUCTION 2009,PROJECT SAP 80-621-10
Comments RECONSTRUCTION 2009,PROJECT SAP 80-621-10
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.95 * 1688765.43 / 60 * 25* 1.15
$768,740
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.95 * 2904 * 53.26 / 15 * 25 $244,889
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.95 * 26769.4 / 60 * 25 $10,596
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $768,740 + $244,889+ $10,596
$1,024,225
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-621-050
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
E LIM MENAHGA TO SHELL RIVERBRIDGE
Termini E LIM MENAHGA TO SHELL RIVERBRIDGE
990 Present AADT 990
2012 Year of Count 2016
1.1 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
COMBINED WITH 040 IN 2005RESURFACED IN 2010, SAP 080-621-011
Comments COMBINED WITH 040 IN 2005RESURFACED IN 2010, SAP 080-621-011
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
80526 Structure Number 80526
5.12 Milepoint 5.12
1998 Year Built 1998
SHELL RIVER Feature Crossed SHELL RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
159.6 Bridge Length 159.6
39.3 Bridge Width 39.3
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 463559.6 / 60 * 25 * 1.1 $849,859
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 53.26 / 20 * 25 $562,426
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 21316.76 / 60 * 25 $35,528
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
159.6 * 39.3 * 138 / 80 * 25* 1.15
$311,066
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $849,859 + $562,426+ $35,528 + $311,066
$1,758,879
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-621-060
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
SHELL RIVER BRIDGE TO N COLINE
Termini SHELL RIVER BRIDGE TO N COLINE
776 Present AADT 760
2012 Year of Count 2016
1.1 Projection Factor 1
776 Projected Traffic 760
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
RESURFACED IN 2010, SAP 080-621-011
Comments RESURFACED IN 2010, SAP 080-621-011
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 463559.6 / 60 * 25 *1.1
$148,725
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2112 * 53.26 / 20 * 25 $98,424
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 21316.76 / 60 * 25 $6,217
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $148,725 + $98,424 +$6,217
$253,366
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-621-070
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
ALONG N CO LINE TO CSAH 23 Termini ALONG N CO LINE TO CSAH 23
776 Present AADT 760
2012 Year of Count 2016
1.1 Projection Factor 1
776 Projected Traffic 760
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
RESURFACED IN 2010, SAP 80-621-011
Comments RESURFACED IN 2010, SAP 80-621-011
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 463559.6 / 60 * 25 *1.1
$42,493
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2112 * 53.26 / 20 * 25 $28,121
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 21316.76 / 60 * 25 $1,776
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $42,493 + $28,121 +$1,776
$72,390
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-623-010
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
SO CO LINE TO 1.0 MI NO Termini SO CO LINE TO 1.0 MI NO
539 Present AADT 520
2012 Year of Count 2016
1.1 Projection Factor 1
539 Projected Traffic 520
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 * 463559.6 / 60 * 25 * 1.1 $212,465
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 53.26 / 20 * 25 $140,606
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 21316.76 / 60 * 25 $8,882
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $212,465 + $140,606+ $8,882
$361,953
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-623-020
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
1.0 MI NO OF SO CO LINE TO SOLIM VERNDALE
Termini 1.0 MI NO OF SO CO LINE TO SOLIM VERNDALE
539 Present AADT 1400
2012 Year of Count 2016
1.1 Projection Factor 1
539 Projected Traffic 1400
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
0.7 * 463559.6 / 60 * 25 *1.1
$148,725
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2112 * 53.26 / 20 * 25 $98,424
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 21316.76 / 60 * 25 $6,217
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $148,725 + $98,424 +$6,217
$253,366
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-623-030
Original Current
VERNDALE Municipality VERNDALE
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
SO LIM TO 0.63 MI SO OF TH 10 Termini SO LIM TO 0.63 MI SO OF TH 10
1540 Present AADT 1400
2012 Year of Count 2016
1.1 Projection Factor 1
1540 Projected Traffic 1400
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 463559.6 / 60 * 25 *1.1
$48,867
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.23 * 2112 * 53.26 / 20 * 25 $32,339
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.23 * 21316.76 / 60 * 25 $2,043
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $48,867 + $32,339 +$2,043
$83,249
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-623-040
Original Current
VERNDALE Municipality VERNDALE
0.27 Segment Length 0.27
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.63 MI SO OF TH 10 TO 5 TH STSO
Termini 0.63 MI SO OF TH 10 TO 5 TH STSO
1540 Present AADT 1400
2012 Year of Count 2016
1.1 Projection Factor 1
1540 Projected Traffic 1400
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.27 * 1688765.43 / 60 * 25* 1.15
$218,484
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.27 * 2904 * 53.26 / 15 * 25 $69,600
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.27 * 26769.4 / 60 * 25 $3,012
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $218,484 + $69,600 +$3,012
$291,096
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-623-050
Original Current
VERNDALE Municipality VERNDALE
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
5 TH ST SO IN VERNDALE TO TH10
Termini 5 TH ST SO IN VERNDALE TO TH10
1540 Present AADT 1400
2012 Year of Count 2016
1.1 Projection Factor 1
1540 Projected Traffic 1400
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1993 Latest Year SA funds 1993
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
062760L USDOT Number 062760L
0.33 Located at Milepoint 0.33
2 Mainline Tracks 2
SIGNALS & GATES Protection Type SIGNALS & GATES
2005 Last Year Protection Upgraded 2005
67 Crossing Length 67
2005 Last Year Surfaced 2005
100% Percentage of Cost 100%
SAP 80-623-17 Comments SAP 80-623-17
Segment CostInformation
Computation Factor Computation 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 * 1688765.43 / 60 * 25* 1.15
$291,312
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.36 * 2904 * 53.26 / 15 * 25 $92,800
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.36 * 26769.4 / 60 * 25 $4,015
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
325000 / 25 * 25 $325,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
67 * 1350 / 25 * 25 $90,450
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $291,312 + $92,800 +$4,015 + $325,000 +$90,450
$803,577
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : WADENA Segment Nbr : 080-623-060
Original Current
VERNDALE Municipality VERNDALE
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 10 TO 0.06 NORTH Termini TH 10 TO 0.06 NORTH
1375 Present AADT 1400
2012 Year of Count 2016
1.1 Projection Factor 1
1375 Projected Traffic 1400
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 080-623-020 URBAN ANDRURAL RESEGMENT DUE TORECONST PLAN, JP
THIS SEGMENT WAS OVERLAYEDIN 2000 WITH SA MAINTENANCEFUNDS
Comments 2016 SAP 080-623-020 URBAN ANDRURAL RESEGMENT DUE TORECONST PLAN, JP
THIS SEGMENT WAS OVERLAYEDIN 2000 WITH SA MAINTENANCEFUNDS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.06 * 1688765.43 / 60 * 25* 1.15
$48,552
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.06 * 2904 * 53.26 / 15 * 25 $15,467
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.06 * 26769.4 / 60 * 25 $669
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $48,552 + $15,467 +$669
$64,688
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : New
County Name : WADENA Segment Nbr : 080-623-070
Original Current
VERNDALE Municipality VERNDALE
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
0.06 NORTH OF TH 10 TO N LIMVERNDALE
Termini 0.06 NORTH OF TH 10 TO N LIMVERNDALE
1375 Present AADT 1400
2012 Year of Count 2016
1.1 Projection Factor 1
1375 Projected Traffic 1400
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 080-623-020 URBAN ANDRURAL RESEGMENT DUE TORECONST PLAN, JP
THIS SEGMENT WAS OVERLAYEDIN 2000 WITH SA MAINTENANCEFUNDS
Comments 2016 SAP 080-623-020 URBAN ANDRURAL RESEGMENT DUE TORECONST PLAN, JP
THIS SEGMENT WAS OVERLAYEDIN 2000 WITH SA MAINTENANCEFUNDS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 463559.6 / 60 * 25 *1.1
$104,108
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.49 * 2112 * 53.26 / 20 * 25 $68,897
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.49 * 21316.76 / 60 * 25 $4,352
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $104,108 + $68,897 +$4,352
$177,357
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-623-080
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
N. LIMITS OF VERNDALE TO CSAH4
Termini N. LIMITS OF VERNDALE TO CSAH4
1023 Present AADT 1050
2012 Year of Count 2016
1.1 Projection Factor 1
1023 Projected Traffic 1050
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
SEGMENT WAS OVERLAYED IN2000. COMBINED WITH SEG 070IN 2005
Comments SEGMENT WAS OVERLAYED IN2000. COMBINED WITH SEG 070IN 2005
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
80516 Structure Number 80516
5.05 Milepoint 5.05
1983 Year Built 1983
WING RIVER Feature Crossed WING RIVER
Type of Service
Number of Spans
105 Bridge Length 105
42.3 Bridge Width 42.3
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
2.5 * 463559.6 / 60 * 25 *1.1
$531,162
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.5 * 2112 * 53.26 / 20 * 25 $351,516
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.5 * 21316.76 / 60 * 25 $22,205
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
105 * 42.3 * 152 / 80 * 25 *1.15
$242,617
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $531,162 + $351,516+ $22,205 + $242,617
$1,147,500
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-623-090
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5 Segment Length 5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 4 TO CSAH 6 Termini CSAH 4 TO CSAH 6
1155 Present AADT 1200
2012 Year of Count 2016
1.1 Projection Factor 1
1155 Projected Traffic 1200
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
80510 Structure Number 80510
9.02 Milepoint 9.02
1970 Year Built 1970
LEAF RIVER Feature Crossed LEAF RIVER
Type of Service
Number of Spans
105.2 Bridge Length 105.2
38.33 Bridge Width 38.33
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 * 463559.6 / 60 * 25 * 1.1 $1,062,324
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5 * 2112 * 53.26 / 20 * 25 $703,032
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5 * 21316.76 / 60 * 25 $44,410
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
105.2 * 38.33 * 152 / 80 * 25* 1.15
$220,265
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,062,324 + $703,032+ $44,410 + $220,265
$2,030,031
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-623-100
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
CSAH 6 TO CSAH 12 Termini CSAH 6 TO CSAH 12
946 Present AADT 930
2012 Year of Count 2016
1.1 Projection Factor 1
946 Projected Traffic 930
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
97187 Structure Number 97187
14.66 Milepoint 14.66
1991 Year Built 1991
HAY CREEK Feature Crossed HAY CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
12 Culvert Width 12
7 Culvert Height 7
70 Culvert Length 70
84.00039921 Area of Waterway Opening 84.00039921
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
97188 Structure Number 97188
15.387 Milepoint 15.387
1991 Year Built 1991
HAY CREEK Feature Crossed HAY CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
4 Culvert Height 4
70 Culvert Length 70
39.99972879 Area of Waterway Opening 39.99972879
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
97562 Structure Number 97562
13 Milepoint 13
1994 Year Built 1994
HAY CREEK Feature Crossed HAY CREEK
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Barrels 3
10 Culvert Width 10
6 Culvert Height 6
72 Culvert Length 72
180.00039414 Area of Waterway Opening 180.00039414
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
8 * 463559.6 / 60 * 25 * 1.1 $1,699,719
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
8 * 2112 * 53.26 / 20 * 25 $1,124,851
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
8 * 21316.76 / 60 * 25 $71,056
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
70 * 84.00039921 * 15.47 /100 * 25 * 1.15
$26,152
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
70 * 39.99972879 * 15.47 /100 * 25 * 1.15
$12,453
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
72 * 180.00039414 * 15.47 /100 * 25 * 1.15
$57,641
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert +Culvert
$0 + $1,699,719 +$1,124,851 + $71,056 +$26,152 + $12,453 +$57,641
$2,991,872
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-623-110
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
CSAH 12 TO COUNTY ROAD 167 Termini CSAH 12 TO COUNTY ROAD 167
770 Present AADT 780
2012 Year of Count 2016
1.1 Projection Factor 1
770 Projected Traffic 780
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2009 Latest Year SA funds 2009
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
GRADED 2009, SP 80-623-16 Comments GRADED 2009, SP 80-623-16
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
80528 Structure Number 80528
19.037 Milepoint 19.037
2000 Year Built 2000
Red Eye River Feature Crossed Red Eye River
Type of Service
Number of Spans
85.5 Bridge Length 85.5
38.5 Bridge Width 38.5
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
80J14 Structure Number 80J14
22.007 Milepoint 22.007
2006 Year Built 2006
CAT RIVER Feature Crossed CAT RIVER
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
10 Culvert Width 10
6 Culvert Height 6
86 Culvert Length 86
89.00023076 Area of Waterway Opening 89.00023076
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 * 463559.6 / 60 * 25 * 1.1 $849,859
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 53.26 / 20 * 25 $562,426
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 21316.76 / 60 * 25 $35,528
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
85.5 * 38.5 * 152 / 80 * 25 *1.15
$179,812
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
86 * 89.00023076 * 15.47 /100 * 25 * 1.15
$34,042
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $849,859 + $562,426+ $35,528 + $179,812 +$34,042
$1,661,667
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-623-115
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
COUNTY ROAD 167 TO CSAH 31 Termini COUNTY ROAD 167 TO CSAH 31
770 Present AADT 780
2012 Year of Count 2016
1.1 Projection Factor 1
770 Projected Traffic 780
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
GRADE, BASE & SURF 2008, SP80-623-013
Comments GRADE, BASE & SURF 2008, SP80-623-013
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.6 * 463559.6 / 60 * 25 *1.1
$764,873
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.6 * 2112 * 53.26 / 20 * 25 $506,183
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.6 * 21316.76 / 60 * 25 $31,975
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $764,873 + $506,183+ $31,975
$1,303,031
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-623-120
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
CSAH 31 TO CSAH 17 Termini CSAH 31 TO CSAH 17
770 Present AADT 780
2012 Year of Count 2016
1.1 Projection Factor 1
770 Projected Traffic 780
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 80-623-14, 2007 GRADED
SURFACED 2008, SAP 80-623-019
Comments SP 80-623-14, 2007 GRADED
SURFACED 2008, SAP 80-623-019
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.6 * 463559.6 / 60 * 25 *1.1
$339,944
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2112 * 53.26 / 20 * 25 $224,970
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 21316.76 / 60 * 25 $14,211
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $339,944 + $224,970+ $14,211
$579,125
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-623-130
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 17 TO NO CO LINE Termini CSAH 17 TO NO CO LINE
770 Present AADT 780
2012 Year of Count 2016
1.1 Projection Factor 1
770 Projected Traffic 780
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 80-623-14, 2007 GRADED
SURFACED 2008, SAP 80-623-019
Comments SP 80-623-14, 2007 GRADED
SURFACED 2008, SAP 80-623-019
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
80508 Structure Number 80508
29.837 Milepoint 29.837
1969 Year Built 1969
SHELL RIVER Feature Crossed SHELL RIVER
Type of Service
Number of Spans
135.2 Bridge Length 135.2
38.7 Bridge Width 38.7
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.1 * 463559.6 / 60 * 25 *1.1
$658,641
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.1 * 2112 * 53.26 / 20 * 25 $435,880
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.1 * 21316.76 / 60 * 25 $27,534
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
135.2 * 38.7 * 152 / 80 * 25* 1.15
$285,811
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $658,641 + $435,880+ $27,534 + $285,811
$1,407,866
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-625-010
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
CSAH 18 TO N CO LINE Termini CSAH 18 TO N CO LINE
209 Present AADT 215
2012 Year of Count 2016
1.1 Projection Factor 1
209 Projected Traffic 215
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 080-625-003 M&OL Comments 2014 SAP 080-625-003 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
1.9 * 463559.6 / 60 * 25 *1.1
$403,683
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.9 * 2112 * 53.26 / 20 * 25 $267,152
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.9 * 21316.76 / 60 * 25 $16,876
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $403,683 + $267,152+ $16,876
$687,711
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-626-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.5 Segment Length 1.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 10 TO CSAH 2 Termini TH 10 TO CSAH 2
512 Present AADT 465
2012 Year of Count 2016
1.1 Projection Factor 1
512 Projected Traffic 465
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 080-626-020 OL Comments 2012 SAP 080-626-020 OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.5 * 463559.6 / 60 * 25 *1.1
$318,697
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.5 * 2112 * 53.26 / 20 * 25 $210,910
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.5 * 21316.76 / 60 * 25 $13,323
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $318,697 + $210,910+ $13,323
$542,930
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-626-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.5 Segment Length 3.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 2 TO CSAH 4 Termini CSAH 2 TO CSAH 4
512 Present AADT 465
2012 Year of Count 2016
1.1 Projection Factor 1
512 Projected Traffic 465
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1985 Latest Year SA funds 1985
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
80538 Structure Number 80538
1.77 Milepoint 1.77
2011 Year Built 2011
Partridge River Feature Crossed Partridge River
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Spans 1
84.7 Bridge Length 84.7
35.33 Bridge Width 35.33
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
3.5 * 463559.6 / 60 * 25 *1.1
$743,627
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.5 * 2112 * 53.26 / 20 * 25 $492,122
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.5 * 21316.76 / 60 * 25 $31,087
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
84.7 * 35.33 * 152 / 80 * 25* 1.15
$163,463
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $743,627 + $492,122+ $31,087 + $163,463
$1,430,299
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : WADENA Segment Nbr : 080-626-060
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.7 Segment Length 4.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 4 TO CSAH 7 Termini CSAH 4 TO CSAH 7
512 Present AADT 465
2012 Year of Count 2016
1.1 Projection Factor 1
512 Projected Traffic 465
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 CONSTRUCTED UNDERSAP 080-626-021, 80539
2012 SAP 080-626-022 M&OL
Comments 2016 SAP CONSTRUCTED UNDERSAP 080-626-021, 80539
2012 SAP 080-626-022 M&OL
Interchange Override
Segment Override
Bridge Information Status: Deleted
Original Current
80501 Structure Number 80501
9.21 Milepoint 9.21
1960 Year Built 1960
LEAF RIVER Feature Crossed LEAF RIVER
Type of Service
Number of Spans
136.5 Bridge Length 136.5
29.5 Bridge Width 29.5
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Bridge Information Status: New
Original Current
80539 Structure Number 80539
9.21 Milepoint 9.21
2016 Year Built 2016
Leaf River Feature Crossed Leaf River
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
176 Bridge Length 176
34.5 Bridge Width 34.5
100% Shared Structure 100%
2016 SAP CONSTRUCTED UNDERSAP 080-626-021, 80539
Comments 2016 SAP CONSTRUCTED UNDERSAP 080-626-021, 80539
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
4.7 * 463559.6 / 60 * 25 *1.1
$998,585
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.7 * 2112 * 53.26 / 20 * 25 $660,850
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.7 * 21316.76 / 60 * 25 $41,745
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
176 * 34.5 * 138 / 80 * 25 *1.15
$301,133
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $998,585 + $660,850+ $41,745 + $301,133
$2,002,313
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-626-070
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5 Segment Length 5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 7 TO CSAH 9 Termini CSAH 7 TO CSAH 9
512 Present AADT 465
2012 Year of Count 2016
1.1 Projection Factor 1
512 Projected Traffic 465
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
80525 Structure Number 80525
9.8 Milepoint 9.8
1996 Year Built 1996
RED EYE RIVER Feature Crossed RED EYE RIVER
Type of Service
Number of Spans
87.3 Bridge Length 87.3
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
5 * 463559.6 / 60 * 25 * 1.1 $1,062,324
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5 * 2112 * 53.26 / 20 * 25 $703,032
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5 * 21316.76 / 60 * 25 $44,410
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
87.3 * 39.3 * 152 / 80 * 25 *1.15
$187,412
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,062,324 + $703,032+ $44,410 + $187,412
$1,997,178
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-626-080
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
CSAH 9 TO SO LIM NIMROD Termini CSAH 9 TO SO LIM NIMROD
413 Present AADT 395
2012 Year of Count 2016
1.1 Projection Factor 1
413 Projected Traffic 395
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2005 Latest Year SA funds 2005
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SAP 80-626-017 Comments SAP 80-626-017
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
80J15 Structure Number 80J15
18.14 Milepoint 18.14
2006 Year Built 2006
CAT RIVER Feature Crossed CAT RIVER
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
12 Culvert Width 12
7 Culvert Height 7
76 Culvert Length 76
131.99985848 Area of Waterway Opening 131.99985848
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 463559.6 / 60 * 25 * 1.1 $849,859
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 53.26 / 20 * 25 $562,426
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 21316.76 / 60 * 25 $35,528
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
76 * 131.99985848 * 15.47 /100 * 25 * 1.15
$44,619
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $849,859 + $562,426+ $35,528 + $44,619
$1,492,432
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-626-090
Original Current
NIMROD Municipality NIMROD
0.1 Segment Length 0.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SO LIM NIMROD TO CSAH 12 Termini SO LIM NIMROD TO CSAH 12
413 Present AADT 395
2012 Year of Count 2016
1.1 Projection Factor 1
413 Projected Traffic 395
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2005 Latest Year SA funds 2005
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SAP 80-626-016, 2005 Comments SAP 80-626-016, 2005
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.1 * 463559.6 / 60 * 25 *1.1
$21,246
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2112 * 53.26 / 20 * 25 $14,061
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 21316.76 / 60 * 25 $888
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $21,246 + $14,061 +$888
$36,195
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-629-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.5 Segment Length 4.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 2 TO CSAH 5 Termini CSAH 2 TO CSAH 5
270 Present AADT 265
2012 Year of Count 2016
1.1 Projection Factor 1
270 Projected Traffic 265
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
97020 Structure Number 97020
1.86 Milepoint 1.86
1990 Year Built 1990
PARTRIDGE RIVER Feature Crossed PARTRIDGE RIVER
Type of Service
3 Number of Barrels 3
14 Culvert Width 14
8 Culvert Height 8
60 Culvert Length 60
245.00035707 Area of Waterway Opening 245.00035707
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.5 * 463559.6 / 60 * 25 *1.1
$956,092
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.5 * 2112 * 53.26 / 20 * 25 $632,729
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.5 * 21316.76 / 60 * 25 $39,969
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
60 * 245.00035707 * 15.47 /100 * 25 * 1.15
$65,380
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $956,092 + $632,729+ $39,969 + $65,380
$1,694,170
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-629-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.4 Segment Length 3.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 5 TO CSAH 7 Termini CSAH 5 TO CSAH 7
150 Present AADT 100
2012 Year of Count 2016
1.2 Projection Factor 1
150 Projected Traffic 100
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 080-629-009 M&OL Comments 2015 SAP 080-629-009 M&OL
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
80512 Structure Number 80512
4.62 Milepoint 4.62
1970 Year Built 1970
LEAF RIVER Feature Crossed LEAF RIVER
Type of Service
Number of Spans
160.3 Bridge Length 160.3
36.166 Bridge Width 36.166
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.4 * 463559.6 / 60 * 25 *1.1
$722,380
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.4 * 2112 * 53.26 / 20 * 25 $478,062
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.4 * 21316.76 / 60 * 25 $30,199
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
160.3 * 36.166 * 138 / 80 *25 * 1.15
$287,515
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $722,380 + $478,062+ $30,199 + $287,515
$1,518,156
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-630-010
Original Current
STAPLES Municipality STAPLES
1.71 Segment Length 1.71
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
4TH ST NW TOCSAH 2 Termini 4TH ST NW TOCSAH 2
2805 Present AADT 2500
2012 Year of Count 2016
1.1 Projection Factor 1
2805 Projected Traffic 2500
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 080-630-015 M&OL
SEG 010, 011 & 020 COMBINED IN2005. SEG LENGTH AFTERCOMBINING WENT FROM 1.63 TO1.71 MILES PER KELVIN E-MAIL4/5/05 STATING TERMI AND FIELDVERIFIED MILEAGE.
CHANGED TO PROPOSED URBANDESIGN WITH STORM SEWERAND CURB AND GUTTER FROM4TH STREET TO JUNCTION OFTHE NORTH -SOUTH CORRIDORE
Comments 2013 SAP 080-630-015 M&OL
SEG 010, 011 & 020 COMBINED IN2005. SEG LENGTH AFTERCOMBINING WENT FROM 1.63 TO1.71 MILES PER KELVIN E-MAIL4/5/05 STATING TERMI AND FIELDVERIFIED MILEAGE.
CHANGED TO PROPOSED URBANDESIGN WITH STORM SEWERAND CURB AND GUTTER FROM4TH STREET TO JUNCTION OFTHE NORTH -SOUTH CORRIDORE
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.71 * 870848.36 / 60 * 25 *1.1
$682,527
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.71 * 2376 * 53.26 / 20 * 25 $270,492
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.71 * 54476.41 / 60 * 25 $38,814
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $682,527 + $270,492+ $38,814
$991,833
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-630-030
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 2 TO CROW WING RIVER Termini CSAH 2 TO CROW WING RIVER
616 Present AADT 530
2012 Year of Count 2016
1.1 Projection Factor 1
616 Projected Traffic 530
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
2009 OVERLAY, SAP 80-630-014 Comments 2009 OVERLAY, SAP 80-630-014
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
11513 Structure Number 11513
4.06 Milepoint 4.06
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/ CASS CSAH 67 Comments SHARED W/ CASS CSAH 67
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
2.4 * 463559.6 / 60 * 25 *1.1
$509,916
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.4 * 2112 * 53.26 / 20 * 25 $337,455
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.4 * 21316.76 / 60 * 25 $21,317
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 + $509,916 + $337,455+ $21,317 + $265,050
$1,133,738
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-630-041
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
2.9 MI N OF THE CROW WINGRIVER TO CSAH 7
Termini 2.9 MI N OF THE CROW WINGRIVER TO CSAH 7
275 Present AADT 360
2012 Year of Count 2016
1.1 Projection Factor 1
275 Projected Traffic 360
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 080-630-018 M&OL1.33MILES
2012 SAP 080-630-017 OL
Comments 2013 SAP 080-630-018 M&OL1.33MILES
2012 SAP 080-630-017 OL
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
96744 Structure Number 96744
10.748 Milepoint 10.748
1989 Year Built 1989
FARNHAM CREEK Feature Crossed FARNHAM CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
14 Culvert Width 14
8 Culvert Height 8
78 Culvert Length 78
162.99989048 Area of Waterway Opening 162.99989048
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.2 * 463559.6 / 60 * 25 *1.1
$892,352
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.2 * 2112 * 53.26 / 20 * 25 $590,547
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.2 * 21316.76 / 60 * 25 $37,304
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
78 * 162.99989048 * 15.47 /100 * 25 * 1.15
$56,547
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $892,352 + $590,547+ $37,304 + $56,547
$1,576,750
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-631-010
Original Current
MENAHGA Municipality MENAHGA
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
TH 71 IN MENAHGA TO 0.38 MI SEIN MENAHGA
Termini TH 71 IN MENAHGA TO 0.38 MI SEIN MENAHGA
583 Present AADT 580
2012 Year of Count 2016
1.1 Projection Factor 1
583 Projected Traffic 580
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1995 Latest Year SA funds 1995
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.38 * 1688765.43 / 60 * 25* 1.15
$307,496
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.38 * 2904 * 53.26 / 15 * 25 $97,956
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.38 * 26769.4 / 60 * 25 $4,238
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $307,496 + $97,956 +$4,238
$409,690
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-631-020
Original Current
MENAHGA Municipality MENAHGA
0.47 Segment Length 0.47
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.38 MI SE OF TH 71 TO E LIMS OFMENAHGA (CO RD 147)
Termini 0.38 MI SE OF TH 71 TO E LIMS OFMENAHGA (CO RD 147)
583 Present AADT 580
2012 Year of Count 2016
1.1 Projection Factor 1
583 Projected Traffic 580
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
0.47 * 463559.6 / 60 * 25 *1.1
$99,858
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.47 * 2112 * 53.26 / 20 * 25 $66,085
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.47 * 21316.76 / 60 * 25 $4,175
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $99,858 + $66,085 +$4,175
$170,118
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-631-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.3 Segment Length 3.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIMS MENAHGA (CO RD 147) TOCSAH 23
Termini E LIMS MENAHGA (CO RD 147) TOCSAH 23
363 Present AADT 355
2012 Year of Count 2016
1.1 Projection Factor 1
363 Projected Traffic 355
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
3.3 * 463559.6 / 60 * 25 *1.1
$701,134
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.3 * 2112 * 53.26 / 20 * 25 $464,001
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.3 * 21316.76 / 60 * 25 $29,311
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $701,134 + $464,001+ $29,311
$1,194,446
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-650-060
Original Current
WADENA Municipality WADENA
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
COLFAX AVE. TO ASH AVE. (TH10) ON 1ST STREET S.E.
Termini COLFAX AVE. TO ASH AVE. (TH10) ON 1ST STREET S.E.
4840 Present AADT 3600
2012 Year of Count 2016
1.1 Projection Factor 1
4840 Projected Traffic 3600
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
RECONSTRUCTED SEGMENT UPTO R/R XING UNDER SAP 080-650-010, 2015
Comments RECONSTRUCTED SEGMENT UPTO R/R XING UNDER SAP 080-650-010, 2015
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
062779D USDOT Number 062779D
0.18 Located at Milepoint 0.18
2 Mainline Tracks 2
SIGNALS & GATES Protection Type SIGNALS & GATES
1995 Last Year Protection Upgraded 1995
64 Crossing Length 64
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
0.23 * 1688765.43 / 60 * 25* 1.15
$186,116
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.23 * 2904 * 53.26 / 15 * 25 $59,289
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.23 * 26769.4 / 60 * 25 $2,565
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
325000 / 25 * 25 $325,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
64 * 1350 / 25 * 25 $86,400
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $186,116 + $59,289 +$2,565 + $325,000 +$86,400
$659,370
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-650-130
Original Current
WADENA Municipality WADENA
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
(ALDRICH AVE SW) 2ND ST SW TO1ST ST SW
Termini (ALDRICH AVE SW) 2ND ST SW TO1ST ST SW
847 Present AADT 790
2012 Year of Count 2016
1.1 Projection Factor 1
847 Projected Traffic 790
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
SAP 80-650-09, 2007 OVERLAY Comments SAP 80-650-09, 2007 OVERLAY
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1688765.43 / 60 * 25* 1.15
$56,644
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2904 * 53.26 / 15 * 25 $18,044
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 26769.4 / 60 * 25 $781
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $56,644 + $18,044 +$781
$75,469
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-650-140
Original Current
WADENA Municipality WADENA
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
(ALDRICH AVE SW) 1ST SW TOJEFFERSON ST
Termini (ALDRICH AVE SW) 1ST SW TOJEFFERSON ST
847 Present AADT 790
2012 Year of Count 2016
1.1 Projection Factor 1
847 Projected Traffic 790
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
SAP 80-650-09, 2007 OVERLAY Comments SAP 80-650-09, 2007 OVERLAY
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1688765.43 / 60 * 25* 1.15
$56,644
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2904 * 53.26 / 15 * 25 $18,044
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 26769.4 / 60 * 25 $781
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $56,644 + $18,044 +$781
$75,469
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-650-170
Original Current
WADENA Municipality WADENA
0.27 Segment Length 0.27
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
DAYTON AVE. SE; FROMJEFFERSON ST. SE TO 4THSTREET SE
Termini DAYTON AVE. SE; FROMJEFFERSON ST. SE TO 4THSTREET SE
2420 Present AADT 0
2008 Year of Count 2016
1.1 Projection Factor 1
2420 Projected Traffic 0
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 CONSTRUCTED UNDER SAP080-650-010
Comments 2015 CONSTRUCTED UNDER SAP080-650-010
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.27 * 1688765.43 / 60 * 25* 1.15
$218,484
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.27 * 2904 * 53.26 / 15 * 25 $69,600
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.27 * 26769.4 / 60 * 25 $3,012
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $218,484 + $69,600 +$3,012
$291,096
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-650-180
Original Current
WADENA Municipality WADENA
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
1ST ST. SE; FROM DAYTON AVESE TO COLFAX AVE SE.
Termini 1ST ST. SE; FROM DAYTON AVESE TO COLFAX AVE SE.
2420 Present AADT 0
2008 Year of Count 2016
1.1 Projection Factor 1
2420 Projected Traffic 0
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 CONSTRUCTED SEGMENTUNDER SAP 080-650-010
Comments 2015 CONSTRUCTED SEGMENTUNDER SAP 080-650-010
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.06 * 1688765.43 / 60 * 25* 1.15
$48,552
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.06 * 2904 * 53.26 / 15 * 25 $15,467
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.06 * 26769.4 / 60 * 25 $669
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $48,552 + $15,467 +$669
$64,688
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-650-190
Original Current
WADENA Municipality WADENA
0.11 Segment Length 0.11
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
4TH ST SE; FROM DAYTON AVESE TO COLFAX AVE SE.
Termini 4TH ST SE; FROM DAYTON AVESE TO COLFAX AVE SE.
2420 Present AADT 0
2008 Year of Count 2016
1.1 Projection Factor 1
2420 Projected Traffic 0
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 CONSTRUCTED SEGMENTUNDER SAP 080-650-010
Comments 2015 CONSTRUCTED SEGMENTUNDER SAP 080-650-010
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.11 * 1688765.43 / 60 * 25* 1.15
$89,012
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.11 * 2904 * 53.26 / 15 * 25 $28,356
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.11 * 26769.4 / 60 * 25 $1,227
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $89,012 + $28,356 +$1,227
$118,595
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-650-200
Original Current
WADENA Municipality WADENA
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
4TH ST. SE; FROM COLFAX AVESE TO ALDRICH AVE. SE.
Termini 4TH ST. SE; FROM COLFAX AVESE TO ALDRICH AVE. SE.
2420 Present AADT 0
2008 Year of Count 2016
1.1 Projection Factor 1
2420 Projected Traffic 0
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 CONSTRUCTED SEGMENTUNDER SAP 080-650-010
Comments 2015 CONSTRUCTED SEGMENTUNDER SAP 080-650-010
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.13 * 1688765.43 / 60 * 25* 1.15
$105,196
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.13 * 2904 * 53.26 / 15 * 25 $33,511
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.13 * 26769.4 / 60 * 25 $1,450
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $105,196 + $33,511 +$1,450
$140,157
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-650-210
Original Current
WADENA Municipality WADENA
0.09 Segment Length 0.09
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
ALDRICH AVE. SE; FROM 2ND ST.SE TO THE JCT. OF 4TH ST. SE.
Termini ALDRICH AVE. SE; FROM 2ND ST.SE TO THE JCT. OF 4TH ST. SE.
2420 Present AADT 0
2008 Year of Count 2016
1.1 Projection Factor 1
2420 Projected Traffic 0
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 CONSTRUCTED SEGMENTUNDER SAP 080-650-010
Comments 2015 CONSTRUCTED SEGMENTUNDER SAP 080-650-010
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.09 * 1688765.43 / 60 * 25* 1.15
$72,828
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.09 * 2904 * 53.26 / 15 * 25 $23,200
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.09 * 26769.4 / 60 * 25 $1,004
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $72,828 + $23,200 +$1,004
$97,032
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-651-010
Original Current
VERNDALE Municipality VERNDALE
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
(FARNELL ST) 2ND ST TO FIRSTAVE S.E.
Termini (FARNELL ST) 2ND ST TO FIRSTAVE S.E.
1650 Present AADT 780
2012 Year of Count 2016
1.1 Projection Factor 1
1650 Projected Traffic 780
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1993 Latest Year SA funds 1993
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.08 * 1688765.43 / 60 * 25* 1.15
$64,736
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.08 * 2904 * 53.26 / 15 * 25 $20,622
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.08 * 26769.4 / 60 * 25 $892
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $64,736 + $20,622 +$892
$86,250
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-651-011
Original Current
VERNDALE Municipality VERNDALE
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
(FARNELL ST) FIRST AVE S.E. TOMASON AVE (TH 10)
Termini (FARNELL ST) FIRST AVE S.E. TOMASON AVE (TH 10)
1100 Present AADT 780
2012 Year of Count 2016
1.1 Projection Factor 1
1100 Projected Traffic 780
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1993 Latest Year SA funds 1993
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
062758K USDOT Number 062758K
0.03 Located at Milepoint 0.03
2 Mainline Tracks 2
SIGNALS & GATES Protection Type SIGNALS & GATES
1991 Last Year Protection Upgraded 1991
56 Crossing Length 56
Last Year Surfaced
100% Percentage of Cost 100%
Comments
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.07 * 1688765.43 / 60 * 25* 1.15
$56,644
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2904 * 53.26 / 15 * 25 $18,044
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 26769.4 / 60 * 25 $781
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
325000 / 25 * 25 $325,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
56 * 1350 / 25 * 25 $75,600
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $56,644 + $18,044 +$781 + $325,000 + $75,600
$476,069
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-651-020
Original Current
VERNDALE Municipality VERNDALE
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
(FRONT ST) BROWN ST TOFARWELL ST
Termini (FRONT ST) BROWN ST TOFARWELL ST
363 Present AADT 295
2012 Year of Count 2016
1.1 Projection Factor 1
363 Projected Traffic 295
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1993 Latest Year SA funds 1993
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.07 * 1688765.43 / 60 * 25* 1.15
$56,644
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2904 * 53.26 / 15 * 25 $18,044
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 26769.4 / 60 * 25 $781
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $56,644 + $18,044 +$781
$75,469
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-651-021
Original Current
VERNDALE Municipality VERNDALE
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
(FRONT ST) FARWELL ST TOBUTLER ST
Termini (FRONT ST) FARWELL ST TOBUTLER ST
253 Present AADT 220
2012 Year of Count 2016
1.1 Projection Factor 1
253 Projected Traffic 220
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1993 Latest Year SA funds 1993
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.07 * 1688765.43 / 60 * 25* 1.15
$56,644
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2904 * 53.26 / 15 * 25 $18,044
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 26769.4 / 60 * 25 $781
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $56,644 + $18,044 +$781
$75,469
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-652-010
Original Current
SEBEKA Municipality SEBEKA
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
MINNESOTA AV (CSAH 12) NORTHTO FIRST STREET
Termini MINNESOTA AV (CSAH 12) NORTHTO FIRST STREET
748 Present AADT 610
2012 Year of Count 2016
1.1 Projection Factor 1
748 Projected Traffic 610
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 * 1688765.43 / 60 * 25* 1.15
$56,644
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2904 * 53.26 / 15 * 25 $18,044
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 26769.4 / 60 * 25 $781
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $56,644 + $18,044 +$781
$75,469
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-652-020
Original Current
SEBEKA Municipality SEBEKA
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
FIRST STREET NORTH TOFOURTH STREET
Termini FIRST STREET NORTH TOFOURTH STREET
748 Present AADT 610
2012 Year of Count 2016
1.1 Projection Factor 1
748 Projected Traffic 610
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
0.15 * 1688765.43 / 60 * 25* 1.15
$121,380
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 2904 * 53.26 / 15 * 25 $38,667
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 26769.4 / 60 * 25 $1,673
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $121,380 + $38,667 +$1,673
$161,720
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-652-030
Original Current
SEBEKA Municipality SEBEKA
0.29 Segment Length 0.29
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
FOURTH STREET NORTH TO CO.RD. 143
Termini FOURTH STREET NORTH TO CO.RD. 143
748 Present AADT 610
2012 Year of Count 2016
1.1 Projection Factor 1
748 Projected Traffic 610
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
0.29 * 1688765.43 / 60 * 25* 1.15
$234,668
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.29 * 2904 * 53.26 / 15 * 25 $74,756
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.29 * 26769.4 / 60 * 25 $3,235
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $234,668 + $74,756 +$3,235
$312,659
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-653-010
Original Current
MENAHGA Municipality MENAHGA
0.09 Segment Length 0.09
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 17 TO 1ST AVE (CSAH 21) Termini CSAH 17 TO 1ST AVE (CSAH 21)
1078 Present AADT 760
2012 Year of Count 2016
1.1 Projection Factor 1
1078 Projected Traffic 760
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 080-653-003 M&OL0.056MILES
Comments 2013 SAP 080-653-003 M&OL0.056MILES
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.09 * 1688765.43 / 60 * 25* 1.15
$72,828
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.09 * 2904 * 53.26 / 15 * 25 $23,200
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.09 * 26769.4 / 60 * 25 $1,004
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $72,828 + $23,200 +$1,004
$97,032
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-654-010
Original Current
WADENA Municipality WADENA
0.41 Segment Length 0.41
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
( HARRY & RICH DRIVE ) T.H. 10TO CSAH 4
Termini ( HARRY & RICH DRIVE ) T.H. 10TO CSAH 4
391 Present AADT 355
2012 Year of Count 2016
1.1 Projection Factor 1
391 Projected Traffic 355
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
0.41 * 1688765.43 / 60 * 25* 1.15
$331,772
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.41 * 2904 * 53.26 / 15 * 25 $105,689
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.41 * 26769.4 / 60 * 25 $4,573
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $331,772 + $105,689+ $4,573
$442,034
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-655-010
Original Current
STAPLES Municipality STAPLES
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
THE SOUTH COUNTY LINE TOPRAIRE AVENUE (N LIMSSTAPLES)
Termini THE SOUTH COUNTY LINE TOPRAIRE AVENUE (N LIMSSTAPLES)
396 Present AADT 340
2012 Year of Count 2016
1.1 Projection Factor 1
396 Projected Traffic 340
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 463559.6 / 60 * 25 *1.1
$106,232
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 53.26 / 20 * 25 $70,303
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 21316.76 / 60 * 25 $4,441
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $106,232 + $70,303 +$4,441
$180,976
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-655-020
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
PRAIRE AVENUE (N LIMSSTAPLES) TO CSAH 2
Termini PRAIRE AVENUE (N LIMSSTAPLES) TO CSAH 2
396 Present AADT 340
2012 Year of Count 2016
1.1 Projection Factor 1
396 Projected Traffic 340
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 463559.6 / 60 * 25 * 1.1 $212,465
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 53.26 / 20 * 25 $140,606
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 21316.76 / 60 * 25 $8,882
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $212,465 + $140,606+ $8,882
$361,953
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-666-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.5 Segment Length 1.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 20 TO 190TH STREET Termini CSAH 20 TO 190TH STREET
270 Present AADT 240
2012 Year of Count 2016
1.1 Projection Factor 1
270 Projected Traffic 240
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1997 Latest Year SA funds 1997
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.5 * 463559.6 / 60 * 25 *1.1
$318,697
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.5 * 2112 * 53.26 / 20 * 25 $210,910
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.5 * 21316.76 / 60 * 25 $13,323
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $318,697 + $210,910+ $13,323
$542,930
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : WADENA Segment Nbr : 080-666-020
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
190TH STREET TO OTTER TAILCSAH 66
Termini 190TH STREET TO OTTER TAILCSAH 66
270 Present AADT 240
2012 Year of Count 2016
1.1 Projection Factor 1
270 Projected Traffic 240
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1992 Latest Year SA funds 1992
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.1 * 463559.6 / 60 * 25 *1.1
$658,641
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.1 * 2112 * 53.26 / 20 * 25 $435,880
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.1 * 21316.76 / 60 * 25 $27,534
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $658,641 + $435,880+ $27,534
$1,122,055