saneeds - csah - segment report roadway segment status ... · county name : norman segment nbr :...
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SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-601-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
8.1 Segment Length 8.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 9 TO CSAH 30 Termini TH 9 TO CSAH 30
150 Present AADT 150
2012 Year of Count 2016
1 Projection Factor 1
150 Projected Traffic 150
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 SP 054-601-009 M&OL Comments 2012 SP 054-601-009 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
8.1 * 430267.41 / 60 * 25 *1.1
$1,597,368
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
8.1 * 2112 * 47.22 / 20 * 25 $1,009,752
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
8.1 * 16760.44 / 60 * 25 $56,566
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,597,368 +$1,009,752 + $56,566
$2,663,686
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-601-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.1 Segment Length 4.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 30 TO TH 32 Termini CSAH 30 TO TH 32
156 Present AADT 130
2012 Year of Count 2016
1.2 Projection Factor 1
156 Projected Traffic 130
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 SP 054-601-009 M&OL Comments 2012 SP 054-601-009 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.1 * 430267.41 / 60 * 25 *1.1
$808,544
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.1 * 2112 * 47.22 / 20 * 25 $511,109
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.1 * 16760.44 / 60 * 25 $28,632
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $808,544 + $511,109+ $28,632
$1,348,285
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-601-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 32 TO 1.0 MI E Termini TH 32 TO 1.0 MI E
245 Present AADT 270
2012 Year of Count 2016
1 Projection Factor 1
245 Projected Traffic 270
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 SP 054-601-009, PHASE 2PAVING2010 PHASE 1 GRADING, SP 54-601-008
Comments 2012 SP 054-601-009, PHASE 2PAVING2010 PHASE 1 GRADING, SP 54-601-008
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $197,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 47.22 / 20 * 25 $124,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 16760.44 / 60 * 25 $6,984
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,206 + $124,661+ $6,984
$328,851
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-601-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.0 MI E OF TH 32 TO CSAH 34 (1MI S OF COUNTY LINE)
Termini 1.0 MI E OF TH 32 TO CSAH 34 (1MI S OF COUNTY LINE)
245 Present AADT 270
2012 Year of Count 2016
1 Projection Factor 1
245 Projected Traffic 270
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 SP 054-601-009, PHASE 2PAVING2010 PHASE 1 GRADING, SP 54-601-008THIS IS OLD SEGMENT NUMBER080 WHICH IS DELETED.
Comments 2012 SP 054-601-009, PHASE 2PAVING2010 PHASE 1 GRADING, SP 54-601-008THIS IS OLD SEGMENT NUMBER080 WHICH IS DELETED.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $591,618
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 47.22 / 20 * 25 $373,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 16760.44 / 60 * 25 $20,951
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $591,618 + $373,982+ $20,951
$986,551
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-601-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 34 TO CO RD 105 Termini CSAH 34 TO CO RD 105
245 Present AADT 270
2012 Year of Count 2016
1 Projection Factor 1
245 Projected Traffic 270
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 SP 054-601-009 M&OL
NEW SEGMENT IN 2008
2010 PHASE 1 GRADING, SP 54-601-008
Comments 2012 SP 054-601-009 M&OL
NEW SEGMENT IN 2008
2010 PHASE 1 GRADING, SP 54-601-008
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $197,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 47.22 / 20 * 25 $124,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 16760.44 / 60 * 25 $6,984
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,206 + $124,661+ $6,984
$328,851
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-601-060
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
CO RD 105 TO CSAH 36 Termini CO RD 105 TO CSAH 36
245 Present AADT 270
2012 Year of Count 2016
1 Projection Factor 1
245 Projected Traffic 270
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 SP 054-601-009 M&OL
NEW SEGMENT IN 2008
2010 PHASE 1 GRADING, SP 54-601-008
Comments 2012 SP 054-601-009 M&OL
NEW SEGMENT IN 2008
2010 PHASE 1 GRADING, SP 54-601-008
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
54J22 Structure Number 54J22
1 Milepoint 1
2013 Year Built 2013
stream Feature Crossed stream
Type of Service
1 Number of Barrels 1
14.08 Culvert Width 14.08
8.83 Culvert Height 8.83
78 Culvert Length 78
99 Area of Waterway Opening 99
100% Shared Structure 100%
STRUCTURE ADD REQUEST TOMK 10.2014
Comments STRUCTURE ADD REQUEST TOMK 10.2014
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 * 430267.41 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 47.22 / 20 * 25 $249,322
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 16760.44 / 60 * 25 $13,967
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
78 * 99 * 15.47 / 100 * 25 *1.15
$34,345
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $394,412 + $249,322+ $13,967 + $34,345
$692,046
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-601-070
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 36 TO E. CO. LINE Termini CSAH 36 TO E. CO. LINE
40 Present AADT 40
2012 Year of Count 2016
1 Projection Factor 1
40 Projected Traffic 40
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
NEW SEGMENT IN 2008 Comments NEW SEGMENT IN 2008
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
54530 Structure Number 54530
20.164 Milepoint 20.164
1980 Year Built 1980
SAND HILL RIVER Feature Crossed SAND HILL RIVER
Type of Service
Number of Spans
134.3 Bridge Length 134.3
35 Bridge Width 35
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3 * 215133.71 / 60 * 25 * 1.1 $295,809
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 546 * 10.3 / 2 * 25 $210,893
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 0 / 60 * 25 $0
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
134.3 * 35 * 152 / 80 * 25 *1.15
$256,765
Total Segment Cost Construction +Preservation + ROW +Bridge
$295,809 + $210,893 + $0+ $256,765
$763,467
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-602-010
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 27 TO TH 200 Termini CSAH 27 TO TH 200
150 Present AADT 90
2012 Year of Count 2016
1.5 Projection Factor 1
150 Projected Traffic 90
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
54526 Structure Number 54526
1.47 Milepoint 1.47
1979 Year Built 1979
WILD RICE RIVER Feature Crossed WILD RICE RIVER
Type of Service
Number of Spans
148.8 Bridge Length 148.8
33.6 Bridge Width 33.6
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2 * 430267.41 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 47.22 / 20 * 25 $249,322
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 16760.44 / 60 * 25 $13,967
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
148.8 * 33.6 * 152 / 80 * 25* 1.15
$273,108
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $394,412 + $249,322+ $13,967 + $273,108
$930,809
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-603-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.6 Segment Length 1.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CO LINE TO W LIMS SHELLY Termini W CO LINE TO W LIMS SHELLY
255 Present AADT 255
2012 Year of Count 2016
1 Projection Factor 1
255 Projected Traffic 255
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1973 Latest Year SA funds 1973
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
54533 Structure Number 54533
1.22 Milepoint 1.22
1981 Year Built 1981
MARSH RIVER Feature Crossed MARSH RIVER
Type of Service
0 Number of Spans 0
288 Bridge Length 288
39.3 Bridge Width 39.3
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Bridge Information Status: Original
Original Current
54549 Structure Number 54549
Milepoint
2007 Year Built 2007
RED RIVER OF THE NORTH Feature Crossed RED RIVER OF THE NORTH
Type of Service
Number of Spans
447 Bridge Length 447
26 Bridge Width 26
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
RailRoadCrossingInformation
Status: Original
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
071493J USDOT Number 071493J
0.4 Located at Milepoint 0.4
1 Mainline Tracks 1
SIGNS ONLY Protection Type SIGNS ONLY
Last Year Protection Upgraded
30 Crossing Length 30
Last Year Surfaced
100% Percentage of Cost 100%
Comments
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.6 * 430267.41 / 60 * 25 *1.1
$315,529
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2112 * 47.22 / 20 * 25 $199,457
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 16760.44 / 60 * 25 $11,174
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
288 * 39.3 * 138 / 80 * 25 *1.15
$561,322
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
447 * 26 * 138 / 80 * 25 *1.15
$576,379
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
1500 / 25 * 25 $1,500
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
30 * 1350 / 25 * 25 $40,500
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Bridge + RRCrossing Protection + RRCrossing Surface
$0 + $315,529 + $199,457+ $11,174 + $561,322 +$576,379 + $1,500 +$40,500
$1,705,861
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-603-020
Original Current
SHELLY Municipality SHELLY
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
W LIM TO TH 75 Termini W LIM TO TH 75
320 Present AADT 320
2012 Year of Count 2016
1 Projection Factor 1
320 Projected Traffic 320
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1973 Latest Year SA funds 1973
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.16 * 430267.41 / 60 * 25 *1.1
$31,553
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.16 * 2112 * 47.22 / 20 * 25 $19,946
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.16 * 16760.44 / 60 * 25 $1,117
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $31,553 + $19,946 +$1,117
$52,616
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-603-025
Original Current
SHELLY Municipality SHELLY
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
TH 75 TO E LIMS SHELLY Termini TH 75 TO E LIMS SHELLY
295 Present AADT 340
2012 Year of Count 2016
1 Projection Factor 1
295 Projected Traffic 340
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
Segment CostInformation
Computation Factor Computation 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 * 430267.41 / 60 * 25 *1.1
$39,441
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2112 * 47.22 / 20 * 25 $24,932
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 16760.44 / 60 * 25 $1,397
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $39,441 + $24,932 +$1,397
$65,770
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-603-030
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
E LIMS SHELLY TO 3 MI W OF CR126
Termini E LIMS SHELLY TO 3 MI W OF CR126
190 Present AADT 240
2012 Year of Count 2016
1 Projection Factor 1
190 Projected Traffic 240
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
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $788,824
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 47.22 / 20 * 25 $498,643
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 16760.44 / 60 * 25 $27,934
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $788,824 + $498,643+ $27,934
$1,315,401
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-603-040
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
3.0 MI W OF CO RD 126 TO 1.0 MI EOF CSAH 18
Termini 3.0 MI W OF CO RD 126 TO 1.0 MI EOF CSAH 18
190 Present AADT 240
2012 Year of Count 2016
1 Projection Factor 1
190 Projected Traffic 240
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
COMBINED WITH 031IN 2005 Comments COMBINED WITH 031IN 2005
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6 * 430267.41 / 60 * 25 * 1.1 $1,183,235
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6 * 2112 * 47.22 / 20 * 25 $747,965
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6 * 16760.44 / 60 * 25 $41,901
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,183,235 + $747,965+ $41,901
$1,973,101
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-603-041
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.0 MI E OF CSAH 18 TO 2.0 MI WOF TH 9
Termini 1.0 MI E OF CSAH 18 TO 2.0 MI WOF TH 9
190 Present AADT 240
2012 Year of Count 2016
1 Projection Factor 1
190 Projected Traffic 240
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
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $197,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 47.22 / 20 * 25 $124,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 16760.44 / 60 * 25 $6,984
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,206 + $124,661+ $6,984
$328,851
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-603-050
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
2.0 MI W OF TH 9 TO TH 9 Termini 2.0 MI W OF TH 9 TO TH 9
190 Present AADT 240
2012 Year of Count 2016
1 Projection Factor 1
190 Projected Traffic 240
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
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 47.22 / 20 * 25 $249,322
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 16760.44 / 60 * 25 $13,967
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $394,412 + $249,322+ $13,967
$657,701
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-604-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.2 Segment Length 2.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 39 TO 2.2 MI N Termini CSAH 39 TO 2.2 MI N
155 Present AADT 160
2012 Year of Count 2016
1 Projection Factor 1
155 Projected Traffic 160
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2010 OVERLAY, SAP 54-604-010 Comments 2010 OVERLAY, SAP 54-604-010
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
2.2 * 430267.41 / 60 * 25 *1.1
$433,853
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.2 * 2112 * 47.22 / 20 * 25 $274,254
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.2 * 16760.44 / 60 * 25 $15,364
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $433,853 + $274,254+ $15,364
$723,471
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-604-011
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.6 Segment Length 0.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
2.2 MI N TO 2.8 MI N OF CSAH 39 Termini 2.2 MI N TO 2.8 MI N OF CSAH 39
155 Present AADT 160
2012 Year of Count 2016
1 Projection Factor 1
155 Projected Traffic 160
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2010 OVERLAY, SAP 54-604-010 Comments 2010 OVERLAY, SAP 54-604-010
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
54536 Structure Number 54536
2.46 Milepoint 2.46
1987 Year Built 1987
WILD RICE RIVER Feature Crossed WILD RICE RIVER
Type of Service
Number of Spans
390.9 Bridge Length 390.9
35.3 Bridge Width 35.3
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
0.6 * 430267.41 / 60 * 25 *1.1
$118,324
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2112 * 47.22 / 20 * 25 $74,796
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 16760.44 / 60 * 25 $4,190
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
390.9 * 35.3 * 138 / 80 * 25* 1.15
$684,333
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $118,324 + $74,796 +$4,190 + $684,333
$881,643
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-604-012
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
2.8 MI N TO 3.0 MI N CSAH 39 Termini 2.8 MI N TO 3.0 MI N CSAH 39
155 Present AADT 160
2012 Year of Count 2016
1 Projection Factor 1
155 Projected Traffic 160
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2010 OVERLAY, SAP 54-604-010 Comments 2010 OVERLAY, SAP 54-604-010
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
0.2 * 430267.41 / 60 * 25 *1.1
$39,441
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2112 * 47.22 / 20 * 25 $24,932
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 16760.44 / 60 * 25 $1,397
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $39,441 + $24,932 +$1,397
$65,770
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-604-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
3.0 MI N CSAH 39 TO CSAH 25 Termini 3.0 MI N CSAH 39 TO CSAH 25
155 Present AADT 160
2012 Year of Count 2016
1 Projection Factor 1
155 Projected Traffic 160
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2010 OVERLAY, SAP 54-604-010 Comments 2010 OVERLAY, SAP 54-604-010
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
3 * 430267.41 / 60 * 25 * 1.1 $591,618
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 47.22 / 20 * 25 $373,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 16760.44 / 60 * 25 $20,951
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $591,618 + $373,982+ $20,951
$986,551
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-605-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 9 TO CSAH 16 Termini TH 9 TO CSAH 16
154 Present AADT 20
2012 Year of Count 2016
7.7 Projection Factor 1
154 Projected Traffic 20
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1972 Latest Year SA funds 1972
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $197,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 47.22 / 20 * 25 $124,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 16760.44 / 60 * 25 $6,984
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,206 + $124,661+ $6,984
$328,851
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-605-030
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
CSAH 30 TO TH 32 Termini CSAH 30 TO TH 32
30 Present AADT 30
2012 Year of Count 2016
1 Projection Factor 1
30 Projected Traffic 30
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
54J02 Structure Number 54J02
8.51 Milepoint 8.51
2001 Year Built 2001
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
Culvert Width
Culvert Height
48 Culvert Length 48
99.99986017 Area of Waterway Opening 99.99986017
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 215133.71 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 546 * 10.3 / 2 * 25 $281,190
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 0 / 60 * 25 $0
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
48 * 99.99986017 * 15.47 /100 * 25 * 1.15
$21,349
Total Segment Cost Construction +Preservation + ROW +Culvert
$394,412 + $281,190 + $0+ $21,349
$696,951
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-606-005
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
SO CO LINE TO CASH 39 Termini SO CO LINE TO CASH 39
60 Present AADT 65
2012 Year of Count 2016
1 Projection Factor 1
60 Projected Traffic 65
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
UNDELETED PORTION OFSEGMENT 606-010.
Comments UNDELETED PORTION OFSEGMENT 606-010.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2 * 215133.71 / 60 * 25 * 1.1 $197,206
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
$197,206 + $140,595 + $0 $337,801
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-607-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 32 TO CSAH 34 Termini TH 32 TO CSAH 34
205 Present AADT 170
2012 Year of Count 2016
1 Projection Factor 1
205 Projected Traffic 170
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 * 430267.41 / 60 * 25 * 1.1 $788,824
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 47.22 / 20 * 25 $498,643
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 16760.44 / 60 * 25 $27,934
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $788,824 + $498,643+ $27,934
$1,315,401
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-607-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 34 TO CSAH 36 Termini CSAH 34 TO CSAH 36
205 Present AADT 170
2012 Year of Count 2016
1 Projection Factor 1
205 Projected Traffic 170
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SAP 54-607-007, 2007 SURFACED Comments SAP 54-607-007, 2007 SURFACED
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $591,618
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 47.22 / 20 * 25 $373,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 16760.44 / 60 * 25 $20,951
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $591,618 + $373,982+ $20,951
$986,551
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-608-005
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.9 Segment Length 0.9
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1 MI S OF CSAH 11 TO CSAH 11 Termini 1 MI S OF CSAH 11 TO CSAH 11
15 Present AADT 15
2012 Year of Count 2016
1 Projection Factor 1
15 Projected Traffic 15
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
UNDELETED PORTION OFSEGMENT 608-020.
Comments UNDELETED PORTION OFSEGMENT 608-020.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.9 * 215133.71 / 60 * 25 *1.1
$88,743
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.9 * 546 * 10.3 / 2 * 25 $63,268
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.9 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$88,743 + $63,268 + $0 $152,011
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-609-010
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
CSAH 36 TO E CO LINE Termini CSAH 36 TO E CO LINE
225 Present AADT 265
2012 Year of Count 2016
1 Projection Factor 1
225 Projected Traffic 265
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 054-609-007 Comments 2012 SAP 054-609-007
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3 * 430267.41 / 60 * 25 * 1.1 $591,618
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 47.22 / 20 * 25 $373,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 16760.44 / 60 * 25 $20,951
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $591,618 + $373,982+ $20,951
$986,551
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-610-005
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
7 Segment Length 7
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 39 TO CSAH 25 Termini CSAH 39 TO CSAH 25
50 Present AADT 60
2012 Year of Count 2016
1 Projection Factor 1
50 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
NEW SEGMENT IN 2008 Comments NEW SEGMENT IN 2008
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
54543 Structure Number 54543
1.055 Milepoint 1.055
1998 Year Built 1998
WILD RICE RIVER Feature Crossed WILD RICE RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
275 Bridge Length 275
35.3 Bridge Width 35.3
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
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
7 * 215133.71 / 60 * 25 * 1.1 $690,221
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
7 * 546 * 10.3 / 2 * 25 $492,083
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
7 * 0 / 60 * 25 $0
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
275 * 35.3 * 138 / 80 * 25 *1.15
$481,431
Total Segment Cost Construction +Preservation + ROW +Bridge
$690,221 + $492,083 + $0+ $481,431
$1,663,735
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-610-010
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 25 TO TH 200 Termini CSAH 25 TO TH 200
165 Present AADT 175
2012 Year of Count 2016
1 Projection Factor 1
165 Projected Traffic 175
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2010 OVERLAY, SAP 54-610-011 Comments 2010 OVERLAY, SAP 54-610-011
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
2 * 430267.41 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 47.22 / 20 * 25 $249,322
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 16760.44 / 60 * 25 $13,967
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $394,412 + $249,322+ $13,967
$657,701
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-610-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.7 Segment Length 3.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 200 TO S JCT CO RD 147 Termini TH 200 TO S JCT CO RD 147
150 Present AADT 130
2012 Year of Count 2016
1.5 Projection Factor 1
150 Projected Traffic 130
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
7179 Structure Number 7179
12.602 Milepoint 12.602
1958 Year Built 1958
MARSH RIVER Feature Crossed MARSH RIVER
Type of Service
Number of Spans
143 Bridge Length 143
26.5 Bridge Width 26.5
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.7 * 430267.41 / 60 * 25 *1.1
$729,662
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.7 * 2112 * 47.22 / 20 * 25 $461,245
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.7 * 16760.44 / 60 * 25 $25,839
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
143 * 26.5 * 152 / 80 * 25 *1.15
$207,001
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $729,662 + $461,245+ $25,839 + $207,001
$1,423,747
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-610-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S JCT CO RD 147 TO 0.5 MI S OFCSAH NO 19
Termini S JCT CO RD 147 TO 0.5 MI S OFCSAH NO 19
156 Present AADT 60
2012 Year of Count 2016
2.6 Projection Factor 1
156 Projected Traffic 60
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 430267.41 / 60 * 25 *1.1
$98,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 47.22 / 20 * 25 $62,330
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 16760.44 / 60 * 25 $3,492
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $98,603 + $62,330 +$3,492
$164,425
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-610-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.5 MI S OF CSAH NO 19 TO CSAHNO 19
Termini 0.5 MI S OF CSAH NO 19 TO CSAHNO 19
156 Present AADT 60
2012 Year of Count 2016
2.6 Projection Factor 1
156 Projected Traffic 60
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 430267.41 / 60 * 25 *1.1
$98,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 47.22 / 20 * 25 $62,330
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 16760.44 / 60 * 25 $3,492
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $98,603 + $62,330 +$3,492
$164,425
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-611-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.9 Segment Length 0.9
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 75 TO 0.90 MILES EAST Termini TH 75 TO 0.90 MILES EAST
90 Present AADT 90
2012 Year of Count 2016
1 Projection Factor 1
90 Projected Traffic 90
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.9 * 215133.71 / 60 * 25 *1.1
$88,743
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.9 * 546 * 10.3 / 2 * 25 $63,268
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.9 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$88,743 + $63,268 + $0 $152,011
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-611-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.8 Segment Length 0.8
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.90 MILES EAST OF TH 75 TO 0.40MILES EAST OF MARSH RIVER
Termini 0.90 MILES EAST OF TH 75 TO 0.40MILES EAST OF MARSH RIVER
90 Present AADT 90
2012 Year of Count 2016
1 Projection Factor 1
90 Projected Traffic 90
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
1972 Latest Year SA funds 1972
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
COMBINED WITH SEG 030 IN 2005 Comments COMBINED WITH SEG 030 IN 2005
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
92307 Structure Number 92307
1.33 Milepoint 1.33
1972 Year Built 1972
MARSH RIVER Feature Crossed MARSH RIVER
Type of Service
2 Number of Barrels 2
0 Culvert Width 0
0 Culvert Height 0
176 Culvert Length 176
1104.00047989 Area of Waterway Opening 1104.00047989
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.8 * 215133.71 / 60 * 25 *1.1
$78,882
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.8 * 546 * 10.3 / 2 * 25 $56,238
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.8 * 0 / 60 * 25 $0
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
176 * 1104.00047989 *15.47 / 100 * 25 * 1.15
$864,192
Total Segment Cost Construction +Preservation + ROW +Culvert
$78,882 + $56,238 + $0 +$864,192
$999,312
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-611-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.9 Segment Length 3.9
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.40 MILES EAST OF MARSHRIVER TO CSAH 8
Termini 0.40 MILES EAST OF MARSHRIVER TO CSAH 8
90 Present AADT 90
2012 Year of Count 2016
1 Projection Factor 1
90 Projected Traffic 90
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.9 * 215133.71 / 60 * 25 *1.1
$384,552
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.9 * 546 * 10.3 / 2 * 25 $274,160
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.9 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$384,552 + $274,160 + $0 $658,712
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-612-010
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
FROM S CO LINE TO CSAH 39 Termini FROM S CO LINE TO CSAH 39
385 Present AADT 420
2012 Year of Count 2016
1 Projection Factor 1
385 Projected Traffic 420
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 * 430267.41 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 47.22 / 20 * 25 $249,322
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 16760.44 / 60 * 25 $13,967
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $394,412 + $249,322+ $13,967
$657,701
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-613-010
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
TH 9 TO 3.0 MI E Termini TH 9 TO 3.0 MI E
156 Present AADT 60
2012 Year of Count 2016
2.6 Projection Factor 1
156 Projected Traffic 60
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2002 Latest Year SA funds 2002
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3 * 430267.41 / 60 * 25 * 1.1 $591,618
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 47.22 / 20 * 25 $373,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 16760.44 / 60 * 25 $20,951
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $591,618 + $373,982+ $20,951
$986,551
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-613-020
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
CO RD 146 TO CSAH 30 Termini CO RD 146 TO CSAH 30
60 Present AADT 60
2012 Year of Count 2016
1 Projection Factor 1
60 Projected Traffic 60
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
97710 Structure Number 97710
4.7 Milepoint 4.7
1994 Year Built 1994
SPRING CREEK Feature Crossed SPRING CREEK
Type of Service
2 Number of Barrels 2
12 Culvert Width 12
6 Culvert Height 6
92 Culvert Length 92
144.00053059 Area of Waterway Opening 144.00053059
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 215133.71 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 546 * 10.3 / 2 * 25 $281,190
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 0 / 60 * 25 $0
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
92 * 144.00053059 * 15.47 /100 * 25 * 1.15
$58,922
Total Segment Cost Construction +Preservation + ROW +Culvert
$394,412 + $281,190 + $0+ $58,922
$734,524
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-613-030
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
CSAH 30 TO TH 32 Termini CSAH 30 TO TH 32
50 Present AADT 50
2012 Year of Count 2016
1 Projection Factor 1
50 Projected Traffic 50
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
NEW IN 2009 Comments NEW IN 2009
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 215133.71 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 546 * 10.3 / 2 * 25 $281,190
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$394,412 + $281,190 + $0 $675,602
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-614-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.9 Segment Length 2.9
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 39 TO CSAH 33 Termini CSAH 39 TO CSAH 33
30 Present AADT 25
2012 Year of Count 2016
1 Projection Factor 1
30 Projected Traffic 25
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
1994 Latest Year SA funds 1994
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
COMBINED WITH SEG 020 IN 2005 Comments COMBINED WITH SEG 020 IN 2005
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
54528 Structure Number 54528
2.04 Milepoint 2.04
1979 Year Built 1979
S BR WILD RICE RIVER Feature Crossed S BR WILD RICE RIVER
Type of Service
Number of Spans
100.5 Bridge Length 100.5
33.6 Bridge Width 33.6
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
97892 Structure Number 97892
0.69 Milepoint 0.69
1995 Year Built 1995
CO DITCH # 20 Feature Crossed CO DITCH # 20
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
Culvert Width
Culvert Height
60 Culvert Length 60
56.00026614 Area of Waterway Opening 56.00026614
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.9 * 215133.71 / 60 * 25 *1.1
$285,949
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.9 * 546 * 10.3 / 2 * 25 $203,863
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.9 * 0 / 60 * 25 $0
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
100.5 * 33.6 * 152 / 80 * 25* 1.15
$184,458
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
60 * 56.00026614 * 15.47 /100 * 25 * 1.15
$14,944
Total Segment Cost Construction +Preservation + ROW +Bridge + Culvert
$285,949 + $203,863 + $0+ $184,458 + $14,944
$689,214
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-615-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.1 Segment Length 3.1
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 34 TO CSAH 36 Termini CSAH 34 TO CSAH 36
35 Present AADT 35
2012 Year of Count 2016
1 Projection Factor 1
35 Projected Traffic 35
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.1 * 215133.71 / 60 * 25 *1.1
$305,669
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.1 * 546 * 10.3 / 2 * 25 $217,922
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.1 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$305,669 + $217,922 + $0 $523,591
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-615-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 36 TO CSAH 42 Termini CSAH 36 TO CSAH 42
30 Present AADT 30
2012 Year of Count 2016
1 Projection Factor 1
30 Projected Traffic 30
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
NEW SEGMENT IN 2008 Comments NEW SEGMENT IN 2008
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3 * 215133.71 / 60 * 25 * 1.1 $295,809
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 546 * 10.3 / 2 * 25 $210,893
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$295,809 + $210,893 + $0 $506,702
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-616-010
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
TH 9 TO 1.50 MI N Termini TH 9 TO 1.50 MI N
153 Present AADT 45
2012 Year of Count 2016
3.4 Projection Factor 1
153 Projected Traffic 45
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
NEW SEGMENT IN 2008 Comments NEW SEGMENT IN 2008
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
8387 Structure Number 8387
1.13 Milepoint 1.13
1926 Year Built 1926
JUD DITCH # 53 Feature Crossed JUD DITCH # 53
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
6 Culvert Height 6
35 Culvert Length 35
60.00013138 Area of Waterway Opening 60.00013138
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.5 * 430267.41 / 60 * 25 *1.1
$295,809
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.5 * 2112 * 47.22 / 20 * 25 $186,991
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.5 * 16760.44 / 60 * 25 $10,475
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
35 * 60.00013138 * 15.47 /100 * 25 * 1.15
$9,340
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $295,809 + $186,991+ $10,475 + $9,340
$502,615
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-617-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 75 TO COUNTY ROAD 114 Termini TH 75 TO COUNTY ROAD 114
35 Present AADT 35
2012 Year of Count 2016
1 Projection Factor 1
35 Projected Traffic 35
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 215133.71 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 546 * 10.3 / 2 * 25 $281,190
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$394,412 + $281,190 + $0 $675,602
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-617-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.2 Segment Length 0.2
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CO ROAD 114 TO 0.2 MI NORTH Termini CO ROAD 114 TO 0.2 MI NORTH
30 Present AADT 30
2012 Year of Count 2016
1 Projection Factor 1
30 Projected Traffic 30
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
54540 Structure Number 54540
4.01 Milepoint 4.01
1995 Year Built 1995
MARSH RIVER Feature Crossed MARSH RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
130 Bridge Length 130
35.3 Bridge Width 35.3
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
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.2 * 215133.71 / 60 * 25 *1.1
$19,721
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 546 * 10.3 / 2 * 25 $14,060
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 0 / 60 * 25 $0
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
130 * 35.3 * 152 / 80 * 25 *1.15
$250,674
Total Segment Cost Construction +Preservation + ROW +Bridge
$19,721 + $14,060 + $0 +$250,674
$284,455
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-617-025
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.8 Segment Length 0.8
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.2 MI NORTH OF CO ROAD 114TO CO RD 129
Termini 0.2 MI NORTH OF CO ROAD 114TO CO RD 129
20 Present AADT 20
2012 Year of Count 2016
1 Projection Factor 1
20 Projected Traffic 20
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
54J21 Structure Number 54J21
0 Milepoint 0
2008 Year Built 2008
Feature Crossed
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Barrels 3
14 Culvert Width 14
14 Culvert Height 14
40 Culvert Length 40
68.2 Area of Waterway Opening 68.2
100% Shared Structure 100%
STRUCTURE R&R REQUEST TOMK, 10.2014
Comments STRUCTURE R&R REQUEST TOMK, 10.2014
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.8 * 215133.71 / 60 * 25 *1.1
$78,882
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.8 * 546 * 10.3 / 2 * 25 $56,238
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.8 * 0 / 60 * 25 $0
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
40 * 68.2 * 15.47 / 100 * 25* 1.15
$12,133
Total Segment Cost Construction +Preservation + ROW +Culvert
$78,882 + $56,238 + $0 +$12,133
$147,253
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-617-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.5 Segment Length 1.5
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.0 M N CO ROAD 114 TO CSAH 8 Termini 1.0 M N CO ROAD 114 TO CSAH 8
20 Present AADT 20
2012 Year of Count 2016
1 Projection Factor 1
20 Projected Traffic 20
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
NEW SEGMENT IN 2008 Comments NEW SEGMENT IN 2008
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.5 * 215133.71 / 60 * 25 *1.1
$147,904
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.5 * 546 * 10.3 / 2 * 25 $105,446
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.5 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$147,904 + $105,446 + $0 $253,350
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-618-020
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
TH 200 TO CSAH 21 Termini TH 200 TO CSAH 21
250 Present AADT 245
2012 Year of Count 2016
1 Projection Factor 1
250 Projected Traffic 245
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 054-618-015 M&OL Comments 2016 SAP 054-618-015 M&OL
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
54523 Structure Number 54523
1.98 Milepoint 1.98
1978 Year Built 1978
MARSH RIVER Feature Crossed MARSH RIVER
Type of Service
Number of Spans
110 Bridge Length 110
35 Bridge Width 35
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
93387 Structure Number 93387
2.11 Milepoint 2.11
1978 Year Built 1978
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
14 Culvert Width 14
10 Culvert Height 10
108 Culvert Length 108
98.99989386 Area of Waterway Opening 98.99989386
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.1 * 430267.41 / 60 * 25 *1.1
$611,338
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.1 * 2112 * 47.22 / 20 * 25 $386,448
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.1 * 16760.44 / 60 * 25 $21,649
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
110 * 35 * 152 / 80 * 25 *1.15
$210,306
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
108 * 98.99989386 * 15.47 /100 * 25 * 1.15
$47,554
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $611,338 + $386,448+ $21,649 + $210,306 +$47,554
$1,277,295
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-618-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 21 TO CR 147 Termini CSAH 21 TO CR 147
160 Present AADT 180
2012 Year of Count 2016
1 Projection Factor 1
160 Projected Traffic 180
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 054-618-015 M&OL Comments 2016 SAP 054-618-015 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 430267.41 / 60 * 25 * 1.1 $197,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 47.22 / 20 * 25 $124,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 16760.44 / 60 * 25 $6,984
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,206 + $124,661+ $6,984
$328,851
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-618-031
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
CR 147 TO CSAH 19 Termini CR 147 TO CSAH 19
160 Present AADT 180
2012 Year of Count 2016
1 Projection Factor 1
160 Projected Traffic 180
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 054-618-015 M&OL Comments 2016 SAP 054-618-015 M&OL
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
54542 Structure Number 54542
5.1 Milepoint 5.1
1993 Year Built 1993
STATE DITCH # 68 Feature Crossed STATE DITCH # 68
Type of Service
Number of Spans
94.2 Bridge Length 94.2
40 Bridge Width 40
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 430267.41 / 60 * 25 * 1.1 $197,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 47.22 / 20 * 25 $124,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 16760.44 / 60 * 25 $6,984
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
94.2 * 40 * 152 / 80 * 25 *1.15
$205,827
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $197,206 + $124,661+ $6,984 + $205,827
$534,678
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-618-040
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 19 TO CSAH 3 Termini CSAH 19 TO CSAH 3
160 Present AADT 225
2012 Year of Count 2016
1 Projection Factor 1
160 Projected Traffic 225
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
54507 Structure Number 54507
9.1 Milepoint 9.1
1966 Year Built 1966
JUD DITCH # 53,LAT # 2 Feature Crossed JUD DITCH # 53,LAT # 2
Type of Service
Number of Spans
57.2 Bridge Length 57.2
32 Bridge Width 32
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
93388 Structure Number 93388
10.1 Milepoint 10.1
1977 Year Built 1977
JUD DITCH # 53 Feature Crossed JUD DITCH # 53
Type of Service
1 Number of Barrels 1
14 Culvert Width 14
10 Culvert Height 10
50 Culvert Length 50
98.99989386 Area of Waterway Opening 98.99989386
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6 * 430267.41 / 60 * 25 * 1.1 $1,183,235
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6 * 2112 * 47.22 / 20 * 25 $747,965
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6 * 16760.44 / 60 * 25 $41,901
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
57.2 * 32 * 152 / 80 * 25 *1.15
$99,986
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
50 * 98.99989386 * 15.47 /100 * 25 * 1.15
$22,016
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $1,183,235 + $747,965+ $41,901 + $99,986 +$22,016
$2,095,103
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-618-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 3 TO N CO LINE Termini CSAH 3 TO N CO LINE
160 Present AADT 225
2012 Year of Count 2016
1.1 Projection Factor 1
160 Projected Traffic 225
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SAP 54-618-014, 2007 SURFACED Comments SAP 54-618-014, 2007 SURFACED
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
93457 Structure Number 93457
14.13 Milepoint 14.13
1979 Year Built 1979
JUD DITCH # 52 Feature Crossed JUD DITCH # 52
Type of Service
2 Number of Barrels 2
10 Culvert Width 10
8 Culvert Height 8
50 Culvert Length 50
156.00012631 Area of Waterway Opening 156.00012631
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 * 430267.41 / 60 * 25 * 1.1 $591,618
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 47.22 / 20 * 25 $373,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 16760.44 / 60 * 25 $20,951
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
50 * 156.00012631 * 15.47 /100 * 25 * 1.15
$34,692
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $591,618 + $373,982+ $20,951 + $34,692
$1,021,243
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-619-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.6 Segment Length 0.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 75 TO CR 104 Termini TH 75 TO CR 104
175 Present AADT 205
2012 Year of Count 2016
1 Projection Factor 1
175 Projected Traffic 205
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 054-619-029 M&OL Comments 2012 SAP 054-619-029 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.6 * 430267.41 / 60 * 25 *1.1
$118,324
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2112 * 47.22 / 20 * 25 $74,796
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 16760.44 / 60 * 25 $4,190
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $118,324 + $74,796 +$4,190
$197,310
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-619-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2 Segment Length 2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CR 104 TO CR 145 Termini CR 104 TO CR 145
175 Present AADT 205
2012 Year of Count 2016
1 Projection Factor 1
175 Projected Traffic 205
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 054-619-029 M&OL Comments 2012 SAP 054-619-029 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2 * 430267.41 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 47.22 / 20 * 25 $249,322
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 16760.44 / 60 * 25 $13,967
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $394,412 + $249,322+ $13,967
$657,701
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-619-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CR 145 TO 3.0 M E Termini CR 145 TO 3.0 M E
175 Present AADT 205
2012 Year of Count 2016
1 Projection Factor 1
175 Projected Traffic 205
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 054-619-029 M&OL Comments 2012 SAP 054-619-029 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3 * 430267.41 / 60 * 25 * 1.1 $591,618
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 47.22 / 20 * 25 $373,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 16760.44 / 60 * 25 $20,951
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $591,618 + $373,982+ $20,951
$986,551
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-619-031
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
3.0 M E OF CR 145 TO CSAH 10 Termini 3.0 M E OF CR 145 TO CSAH 10
175 Present AADT 205
2012 Year of Count 2016
1 Projection Factor 1
175 Projected Traffic 205
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 054-619-031BR# 54552
2012 SAP 054-619-029 M&OL
Comments 2014 SAP 054-619-031BR# 54552
2012 SAP 054-619-029 M&OL
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
54511 Structure Number 54511
6.11 Milepoint 6.11
1973 Year Built 1973
MARSH RIVER Feature Crossed MARSH RIVER
Type of Service
Number of Spans
360 Bridge Length 360
36.2 Bridge Width 36.2
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Bridge Information Status: Original
Original Current
54552 Structure Number 54552
7.05 Milepoint 7.05
2014 Year Built 2014
STATE DITCH # 68 Feature Crossed STATE DITCH # 68
Type of Service
1 Number of Spans 1
88.1 Bridge Length 88.1
34.5 Bridge Width 34.5
100% Shared Structure 100%
2014 SAP 054-619-031BR# 54552 Comments 2014 SAP 054-619-031BR# 54552
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 * 430267.41 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 47.22 / 20 * 25 $249,322
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 16760.44 / 60 * 25 $13,967
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
360 * 36.2 * 138 / 80 * 25 *1.15
$646,306
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
88.1 * 34.5 * 152 / 80 * 25 *1.15
$166,030
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Bridge
$0 + $394,412 + $249,322+ $13,967 + $646,306 +$166,030
$1,470,037
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-619-032
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 10 TO CSAH 18 Termini CSAH 10 TO CSAH 18
175 Present AADT 205
2012 Year of Count 2016
1 Projection Factor 1
175 Projected Traffic 205
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
REGRADED UNDER SAP 54-619-027
SURFACED 2008, SAP 54-619-028
Comments REGRADED UNDER SAP 54-619-027
SURFACED 2008, SAP 54-619-028
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 47.22 / 20 * 25 $249,322
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 16760.44 / 60 * 25 $13,967
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $394,412 + $249,322+ $13,967
$657,701
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-619-040
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 18 TO TH9 Termini CSAH 18 TO TH9
153 Present AADT 215
2012 Year of Count 2016
1.7 Projection Factor 1
153 Projected Traffic 215
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
THTB-NOT ELIGIBLE FOR TBFUNDS
Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS
CO ORDER 93996 - RENUMBEREDTO CSAH 19, NOTE: 2 MILES NOTTHTB
SURFACED 2008, SAP 54-619-028
Comments CO ORDER 93996 - RENUMBEREDTO CSAH 19, NOTE: 2 MILES NOTTHTB
SURFACED 2008, SAP 54-619-028
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $986,029
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5 * 2112 * 47.22 / 20 * 25 $623,304
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5 * 16760.44 / 60 * 25 $34,918
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $986,029 + $623,304+ $34,918
$1,644,251
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-619-060
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.1 Segment Length 4.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 9 TO CSAH 24 Termini TH 9 TO CSAH 24
290 Present AADT 270
2012 Year of Count 2016
1 Projection Factor 1
290 Projected Traffic 270
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2006 Latest Year SA funds 2006
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SP 54-619-019, 2006 Comments SP 54-619-019, 2006
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
93997 Structure Number 93997
16.86 Milepoint 16.86
1989 Year Built 1989
CO DITCH # 68 Feature Crossed CO DITCH # 68
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
10 Culvert Width 10
7 Culvert Height 7
62 Culvert Length 62
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
4.1 * 430267.41 / 60 * 25 *1.1
$808,544
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.1 * 2112 * 47.22 / 20 * 25 $511,109
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.1 * 16760.44 / 60 * 25 $28,632
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
62 * 139.99958896 * 15.47 /100 * 25 * 1.15
$38,605
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $808,544 + $511,109+ $28,632 + $38,605
$1,386,890
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-619-070
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 24 TO CSAH 30 Termini CSAH 24 TO CSAH 30
290 Present AADT 270
2012 Year of Count 2016
1 Projection Factor 1
290 Projected Traffic 270
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2006 Latest Year SA funds 2006
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SP 54-619-019, 2006 Comments SP 54-619-019, 2006
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $591,618
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 47.22 / 20 * 25 $373,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 16760.44 / 60 * 25 $20,951
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $591,618 + $373,982+ $20,951
$986,551
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-619-080
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 30 TO TH 32 Termini CSAH 30 TO TH 32
290 Present AADT 270
2012 Year of Count 2016
1 Projection Factor 1
290 Projected Traffic 270
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2006 Latest Year SA funds 2006
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SP 54-619-019, 2006 Comments SP 54-619-019, 2006
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $788,824
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 47.22 / 20 * 25 $498,643
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 16760.44 / 60 * 25 $27,934
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $788,824 + $498,643+ $27,934
$1,315,401
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-619-081
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 32 TO W LIM GARY Termini TH 32 TO W LIM GARY
820 Present AADT 740
2012 Year of Count 2016
1 Projection Factor 1
820 Projected Traffic 740
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 054-619-030 M&OL Comments 2012 SAP 054-619-030 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
0.4 * 430267.41 / 60 * 25 *1.1
$78,882
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 47.22 / 20 * 25 $49,864
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 16760.44 / 60 * 25 $2,793
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $78,882 + $49,864 +$2,793
$131,539
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-619-090
Original Current
GARY Municipality GARY
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
W LIM GARY TO MAIN ST Termini W LIM GARY TO MAIN ST
820 Present AADT 740
2012 Year of Count 2016
1 Projection Factor 1
820 Projected Traffic 740
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 054-619-030 M&OL Comments 2012 SAP 054-619-030 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
0.12 * 430267.41 / 60 * 25 *1.1
$23,665
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.12 * 2112 * 47.22 / 20 * 25 $14,959
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.12 * 16760.44 / 60 * 25 $838
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $23,665 + $14,959 +$838
$39,462
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-619-091
Original Current
GARY Municipality GARY
0.25 Segment Length 0.25
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
MAIN TO STRAND Termini MAIN TO STRAND
820 Present AADT 740
2012 Year of Count 2016
1 Projection Factor 1
820 Projected Traffic 740
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 054-619-030 M&OL Comments 2012 SAP 054-619-030 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
0.25 * 430267.41 / 60 * 25 *1.1
$49,301
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.25 * 2112 * 47.22 / 20 * 25 $31,165
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.25 * 16760.44 / 60 * 25 $1,746
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $49,301 + $31,165 +$1,746
$82,212
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-619-100
Original Current
GARY Municipality GARY
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
STRAND TO EAST LIMITS GARY Termini STRAND TO EAST LIMITS GARY
820 Present AADT 740
2012 Year of Count 2016
1 Projection Factor 1
820 Projected Traffic 740
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 054-619-030 M&OL Comments 2012 SAP 054-619-030 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
0.2 * 430267.41 / 60 * 25 *1.1
$39,441
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2112 * 47.22 / 20 * 25 $24,932
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 16760.44 / 60 * 25 $1,397
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $39,441 + $24,932 +$1,397
$65,770
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-619-110
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
E LIM GARY TO CSAH 36 Termini E LIM GARY TO CSAH 36
425 Present AADT 385
2012 Year of Count 2016
1 Projection Factor 1
425 Projected Traffic 385
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
93471 Structure Number 93471
29.77 Milepoint 29.77
1980 Year Built 1980
MASHAUG CREEK Feature Crossed MASHAUG CREEK
Type of Service
1 Number of Barrels 1
14 Culvert Width 14
10 Culvert Height 10
64 Culvert Length 64
98.99989386 Area of Waterway Opening 98.99989386
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6 * 430267.41 / 60 * 25 * 1.1 $1,183,235
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6 * 2112 * 47.22 / 20 * 25 $747,965
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6 * 16760.44 / 60 * 25 $41,901
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
64 * 98.99989386 * 15.47 /100 * 25 * 1.15
$28,180
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,183,235 + $747,965+ $41,901 + $28,180
$2,001,281
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-619-130
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 36 TO EAST COUNTY LINE Termini CSAH 36 TO EAST COUNTY LINE
35 Present AADT 35
2012 Year of Count 2016
1 Projection Factor 1
35 Projected Traffic 35
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3 * 215133.71 / 60 * 25 * 1.1 $295,809
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 546 * 10.3 / 2 * 25 $210,893
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$295,809 + $210,893 + $0 $506,702
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-620-005
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 39 TO CSAH 33 Termini CSAH 39 TO CSAH 33
25 Present AADT 35
2012 Year of Count 2016
1 Projection Factor 1
25 Projected Traffic 35
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
NEW SEGMENT IN 2008 Comments NEW SEGMENT IN 2008
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
54518 Structure Number 54518
0.671 Milepoint 0.671
1973 Year Built 1973
STREAM Feature Crossed STREAM
Type of Service
Number of Spans
52 Bridge Length 52
31 Bridge Width 31
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
3 * 215133.71 / 60 * 25 * 1.1 $295,809
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 546 * 10.3 / 2 * 25 $210,893
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 0 / 60 * 25 $0
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
52 * 31 * 152 / 80 * 25 *1.15
$88,056
Total Segment Cost Construction +Preservation + ROW +Bridge
$295,809 + $210,893 + $0+ $88,056
$594,758
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-620-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.5 Segment Length 2.5
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 33 TO 0.18 MI S WILD RICER
Termini CSAH 33 TO 0.18 MI S WILD RICER
25 Present AADT 35
2012 Year of Count 2016
1 Projection Factor 1
25 Projected Traffic 35
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
1302 Structure Number 1302
4.087 Milepoint 4.087
1914 Year Built 1914
STREAM Feature Crossed STREAM
Type of Service
Number of Spans
26 Bridge Length 26
27.5 Bridge Width 27.5
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.5 * 215133.71 / 60 * 25 *1.1
$246,507
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.5 * 546 * 10.3 / 2 * 25 $175,744
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.5 * 0 / 60 * 25 $0
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
26 * 27.5 * 152 / 80 * 25 *1.15
$39,057
Total Segment Cost Construction +Preservation + ROW +Bridge
$246,507 + $175,744 + $0+ $39,057
$461,308
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-620-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.18 M S WILD RICE R TO CSAH 25 Termini 0.18 M S WILD RICE R TO CSAH 25
25 Present AADT 35
2012 Year of Count 2016
1 Projection Factor 1
25 Projected Traffic 35
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
1966 Latest Year SA funds 1966
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
54504 Structure Number 54504
5.602 Milepoint 5.602
1967 Year Built 1967
WILD RICE RIVER Feature Crossed WILD RICE RIVER
Type of Service
Number of Spans
130.8 Bridge Length 130.8
31.8 Bridge Width 31.8
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 215133.71 / 60 * 25 * 1.1 $98,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 546 * 10.3 / 2 * 25 $70,298
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 0 / 60 * 25 $0
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
130.8 * 31.8 * 152 / 80 * 25* 1.15
$227,209
Total Segment Cost Construction +Preservation + ROW +Bridge
$98,603 + $70,298 + $0 +$227,209
$396,110
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-620-040
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 25 TO TH 200 Termini CSAH 25 TO TH 200
158 Present AADT 105
2012 Year of Count 2016
1.5 Projection Factor 1
158 Projected Traffic 105
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
Culvert Information Status: Original
Original Current
93323 Structure Number 93323
8.42 Milepoint 8.42
1978 Year Built 1978
MARSH RIVER Feature Crossed MARSH RIVER
Type of Service
2 Number of Barrels 2
12 Culvert Width 12
8 Culvert Height 8
58 Culvert Length 58
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
2.6 * 430267.41 / 60 * 25 *1.1
$512,735
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.6 * 2112 * 47.22 / 20 * 25 $324,118
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.6 * 16760.44 / 60 * 25 $18,157
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
58 * 131.99985848 * 15.47 /100 * 25 * 1.15
$34,051
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $512,735 + $324,118+ $18,157 + $34,051
$889,061
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-621-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.5 Segment Length 3.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 75 TO 3.5 MI E Termini TH 75 TO 3.5 MI E
156 Present AADT 120
2012 Year of Count 2016
1.3 Projection Factor 1
156 Projected Traffic 120
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 * 430267.41 / 60 * 25 *1.1
$690,221
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.5 * 2112 * 47.22 / 20 * 25 $436,313
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.5 * 16760.44 / 60 * 25 $24,442
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $690,221 + $436,313+ $24,442
$1,150,976
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-621-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
3.5 MI E TH 75 TO CSAH 10 Termini 3.5 MI E TH 75 TO CSAH 10
156 Present AADT 120
2012 Year of Count 2016
1.3 Projection Factor 1
156 Projected Traffic 120
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 * 430267.41 / 60 * 25 * 1.1 $788,824
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 47.22 / 20 * 25 $498,643
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 16760.44 / 60 * 25 $27,934
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $788,824 + $498,643+ $27,934
$1,315,401
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-621-030
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 10 TO CSAH 18 Termini CSAH 10 TO CSAH 18
156 Present AADT 120
2012 Year of Count 2016
1.3 Projection Factor 1
156 Projected Traffic 120
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
54537 Structure Number 54537
7.79 Milepoint 7.79
1988 Year Built 1988
MARSH RIVER Feature Crossed MARSH RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
157.5 Bridge Length 157.5
35.3 Bridge Width 35.3
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2 * 430267.41 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 47.22 / 20 * 25 $249,322
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 16760.44 / 60 * 25 $13,967
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
157.5 * 35.3 * 138 / 80 * 25* 1.15
$275,729
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $394,412 + $249,322+ $13,967 + $275,729
$933,430
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-622-012
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 19 TO CR 115 Termini CSAH 19 TO CR 115
156 Present AADT 60
2012 Year of Count 2016
2.6 Projection Factor 1
156 Projected Traffic 60
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
Bridge Information Status: Original
Original Current
54505 Structure Number 54505
4.98 Milepoint 4.98
1966 Year Built 1966
CO DITCH # 11 Feature Crossed CO DITCH # 11
Type of Service
Number of Spans
42.5 Bridge Length 42.5
31.3 Bridge Width 31.3
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
92589 Structure Number 92589
6.98 Milepoint 6.98
1967 Year Built 1967
JUD DITCH # 53 Feature Crossed JUD DITCH # 53
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
7 Culvert Height 7
80 Culvert Length 80
58.00019876 Area of Waterway Opening 58.00019876
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5 * 430267.41 / 60 * 25 * 1.1 $986,029
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5 * 2112 * 47.22 / 20 * 25 $623,304
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5 * 16760.44 / 60 * 25 $34,918
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
42.5 * 31.3 * 152 / 80 * 25 *1.15
$72,665
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
80 * 58.00019876 * 15.47 /100 * 25 * 1.15
$20,637
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $986,029 + $623,304+ $34,918 + $72,665 +$20,637
$1,737,553
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-622-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.3 Segment Length 0.3
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
COUNTY ROAD 115 TO 0.3 MIEAST
Termini COUNTY ROAD 115 TO 0.3 MIEAST
75 Present AADT 75
2012 Year of Count 2016
1 Projection Factor 1
75 Projected Traffic 75
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 215133.71 / 60 * 25 *1.1
$29,581
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 546 * 10.3 / 2 * 25 $21,089
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$29,581 + $21,089 + $0 $50,670
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-622-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.7 Segment Length 0.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.3 MI E CO RD 115 TO TH 9 Termini 0.3 MI E CO RD 115 TO TH 9
158 Present AADT 75
2012 Year of Count 2016
2.1 Projection Factor 1
158 Projected Traffic 75
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 * 430267.41 / 60 * 25 *1.1
$138,044
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2112 * 47.22 / 20 * 25 $87,263
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 16760.44 / 60 * 25 $4,888
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $138,044 + $87,263 +$4,888
$230,195
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-623-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
6.1 Segment Length 6.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 9 TO 2.0 MI E OF CSAH 24 Termini TH 9 TO 2.0 MI E OF CSAH 24
156 Present AADT 145
2012 Year of Count 2016
1.2 Projection Factor 1
156 Projected Traffic 145
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
6.1 * 430267.41 / 60 * 25 *1.1
$1,202,956
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6.1 * 2112 * 47.22 / 20 * 25 $760,431
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6.1 * 16760.44 / 60 * 25 $42,599
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,202,956 + $760,431+ $42,599
$2,005,986
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-623-011
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
2.0 MI E OF CSAH 24 TO TH 32 Termini 2.0 MI E OF CSAH 24 TO TH 32
156 Present AADT 145
2012 Year of Count 2016
1.2 Projection Factor 1
156 Projected Traffic 145
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 054-623-005 OL Comments 2013 SAP 054-623-005 OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6 * 430267.41 / 60 * 25 * 1.1 $1,183,235
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6 * 2112 * 47.22 / 20 * 25 $747,965
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6 * 16760.44 / 60 * 25 $41,901
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,183,235 + $747,965+ $41,901
$1,973,101
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-624-010
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 39 TO CSAH 33 Termini CSAH 39 TO CSAH 33
152 Present AADT 80
2012 Year of Count 2016
1.9 Projection Factor 1
152 Projected Traffic 80
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
97946 Structure Number 97946
0.01 Milepoint 0.01
1995 Year Built 1995
CO DITCH # 16 Feature Crossed CO DITCH # 16
OTHER Type of Service OTHER
1 Number of Barrels 1
10 Culvert Width 10
7 Culvert Height 7
54 Culvert Length 54
52.0004009 Area of Waterway Opening 52.0004009
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 * 430267.41 / 60 * 25 * 1.1 $591,618
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 47.22 / 20 * 25 $373,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 16760.44 / 60 * 25 $20,951
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
54 * 52.0004009 * 15.47 /100 * 25 * 1.15
$12,489
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $591,618 + $373,982+ $20,951 + $12,489
$999,040
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-624-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 33 TO CSAH 27 Termini CSAH 33 TO CSAH 27
152 Present AADT 80
2012 Year of Count 2016
1.9 Projection Factor 1
152 Projected Traffic 80
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
97947 Structure Number 97947
5.47 Milepoint 5.47
1995 Year Built 1995
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
12 Culvert Width 12
4 Culvert Height 4
54 Culvert Length 54
48.00053566 Area of Waterway Opening 48.00053566
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 * 430267.41 / 60 * 25 * 1.1 $591,618
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 47.22 / 20 * 25 $373,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 16760.44 / 60 * 25 $20,951
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
54 * 48.00053566 * 15.47 /100 * 25 * 1.15
$11,528
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $591,618 + $373,982+ $20,951 + $11,528
$998,079
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-624-030
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 27 TO TH 200 Termini CSAH 27 TO TH 200
355 Present AADT 355
2012 Year of Count 2016
1 Projection Factor 1
355 Projected Traffic 355
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 054-624-011, OVERLAYRECONDITIONING
Comments 2015 SAP 054-624-011, OVERLAYRECONDITIONING
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
54520 Structure Number 54520
7.68 Milepoint 7.68
1976 Year Built 1976
WILD RICE RIVER Feature Crossed WILD RICE RIVER
Type of Service
Number of Spans
152.5 Bridge Length 152.5
35.8 Bridge Width 35.8
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2 * 430267.41 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 47.22 / 20 * 25 $249,322
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 16760.44 / 60 * 25 $13,967
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
152.5 * 35.8 * 138 / 80 * 25* 1.15
$270,757
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $394,412 + $249,322+ $13,967 + $270,757
$928,458
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-624-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.8 Segment Length 0.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 200 TO CO RD 163 Termini TH 200 TO CO RD 163
155 Present AADT 180
2012 Year of Count 2016
1 Projection Factor 1
155 Projected Traffic 180
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
54522 Structure Number 54522
8.02 Milepoint 8.02
1977 Year Built 1977
JUD DITCH # 51 Feature Crossed JUD DITCH # 51
Type of Service
Number of Spans
84 Bridge Length 84
34 Bridge Width 34
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.8 * 430267.41 / 60 * 25 *1.1
$157,765
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.8 * 2112 * 47.22 / 20 * 25 $99,729
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.8 * 16760.44 / 60 * 25 $5,587
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
84 * 34 * 152 / 80 * 25 *1.15
$156,009
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $157,765 + $99,729 +$5,587 + $156,009
$419,090
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-624-050
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
CO RD 163 TO CSAH 19 Termini CO RD 163 TO CSAH 19
155 Present AADT 180
2012 Year of Count 2016
1 Projection Factor 1
155 Projected Traffic 180
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.5 * 430267.41 / 60 * 25 *1.1
$887,427
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.5 * 2112 * 47.22 / 20 * 25 $560,974
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.5 * 16760.44 / 60 * 25 $31,426
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $887,427 + $560,974+ $31,426
$1,479,827
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-625-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CO LINE TO 0.3 M E Termini W CO LINE TO 0.3 M E
225 Present AADT 175
2012 Year of Count 2016
1 Projection Factor 1
225 Projected Traffic 175
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
6676 Structure Number 6676
0 Milepoint 0
1952 Year Built 1952
RED RIVER OF THE NORTH Feature Crossed RED RIVER OF THE NORTH
Type of Service
Number of Spans
571.3 Bridge Length 571.3
26 Bridge Width 26
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Culvert Information Status: Original
Original Current
89720 Structure Number 89720
0.23 Milepoint 0.23
1930 Year Built 1930
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
Culvert Width
Culvert Height
73 Culvert Length 73
60.00013138 Area of Waterway Opening 60.00013138
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 430267.41 / 60 * 25 *1.1
$59,162
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 47.22 / 20 * 25 $37,398
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 16760.44 / 60 * 25 $2,095
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
571.3 * 26 * 138 / 80 * 25 *1.15
$736,656
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
73 * 60.00013138 * 15.47 /100 * 25 * 1.15
$19,481
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $59,162 + $37,398 +$2,095 + $736,656 +$19,481
$854,792
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-625-015
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.30 M E OF W CO LINE TO W LIMSHENDRUM
Termini 0.30 M E OF W CO LINE TO W LIMSHENDRUM
225 Present AADT 175
2012 Year of Count 2016
1 Projection Factor 1
225 Projected Traffic 175
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1991 Latest Year SA funds 1991
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 430267.41 / 60 * 25 *1.1
$98,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 47.22 / 20 * 25 $62,330
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 16760.44 / 60 * 25 $3,492
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $98,603 + $62,330 +$3,492
$164,425
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-625-020
Original Current
HENDRUM Municipality HENDRUM
0.25 Segment Length 0.25
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W LIM HENDRUM TO TH 75 Termini W LIM HENDRUM TO TH 75
225 Present AADT 175
2012 Year of Count 2016
1 Projection Factor 1
225 Projected Traffic 175
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1991 Latest Year SA funds 1991
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
071462K USDOT Number 071462K
0.23 Located at Milepoint 0.23
1 Mainline Tracks 1
SIGNS ONLY Protection Type SIGNS ONLY
Last Year Protection Upgraded
32 Crossing Length 32
Last Year Surfaced
100% Percentage of Cost 100%
Comments
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.25 * 430267.41 / 60 * 25 *1.1
$49,301
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.25 * 2112 * 47.22 / 20 * 25 $31,165
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.25 * 16760.44 / 60 * 25 $1,746
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
1500 / 25 * 25 $1,500
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
32 * 1350 / 25 * 25 $43,200
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $49,301 + $31,165 +$1,746 + $1,500 + $43,200
$126,912
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-625-021
Original Current
HENDRUM Municipality HENDRUM
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
TH 75 TO 0.15 MILE EAST Termini TH 75 TO 0.15 MILE EAST
355 Present AADT 340
2012 Year of Count 2016
1 Projection Factor 1
355 Projected Traffic 340
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
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
0.15 * 2442243.38 / 60 * 25* 1.15
$175,536
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.15 * 2904 * 47.22 / 15 * 25 $34,282
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.15 * 119374.32 / 60 * 25 $7,461
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $175,536 + $34,282 +$7,461
$217,279
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-625-022
Original Current
HENDRUM Municipality HENDRUM
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
0.15 MI TO 0.22 MI E OF TH 75 Termini 0.15 MI TO 0.22 MI E OF TH 75
355 Present AADT 340
2012 Year of Count 2016
1 Projection Factor 1
355 Projected Traffic 340
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
0.07 * 430267.41 / 60 * 25 *1.1
$13,804
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2112 * 47.22 / 20 * 25 $8,726
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 16760.44 / 60 * 25 $489
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $13,804 + $8,726 +$489
$23,019
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-625-025
Original Current
HENDRUM Municipality HENDRUM
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
0.22 M E OF TH 75 TO E LIMSHENDRUM
Termini 0.22 M E OF TH 75 TO E LIMSHENDRUM
355 Present AADT 340
2012 Year of Count 2016
1 Projection Factor 1
355 Projected Traffic 340
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1993 Latest Year SA funds 1993
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.14 * 430267.41 / 60 * 25 *1.1
$27,609
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.14 * 2112 * 47.22 / 20 * 25 $17,453
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.14 * 16760.44 / 60 * 25 $978
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $27,609 + $17,453 +$978
$46,040
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-625-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIM HENDRUM TO WILD RICERIVER
Termini E LIM HENDRUM TO WILD RICERIVER
355 Present AADT 340
2012 Year of Count 2016
1 Projection Factor 1
355 Projected Traffic 340
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1993 Latest Year SA funds 1993
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 430267.41 / 60 * 25 *1.1
$59,162
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 47.22 / 20 * 25 $37,398
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 16760.44 / 60 * 25 $2,095
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $59,162 + $37,398 +$2,095
$98,655
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-625-031
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.1 Segment Length 1.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
WILD RICE RIVER TO CSAH 4 Termini WILD RICE RIVER TO CSAH 4
180 Present AADT 195
2012 Year of Count 2016
1 Projection Factor 1
180 Projected Traffic 195
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
Bridge Information Status: Original
Original Current
54519 Structure Number 54519
1.78 Milepoint 1.78
1976 Year Built 1976
WILD RICE RIVER Feature Crossed WILD RICE RIVER
Type of Service
Number of Spans
448.6 Bridge Length 448.6
39.8 Bridge Width 39.8
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
1.1 * 430267.41 / 60 * 25 *1.1
$216,926
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.1 * 2112 * 47.22 / 20 * 25 $137,127
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.1 * 16760.44 / 60 * 25 $7,682
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
448.6 * 39.8 * 138 / 80 * 25* 1.15
$885,461
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $216,926 + $137,127+ $7,682 + $885,461
$1,247,196
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-625-032
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 4 TO CSAH 6 Termini CSAH 4 TO CSAH 6
180 Present AADT 195
2012 Year of Count 2016
1 Projection Factor 1
180 Projected Traffic 195
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1993 Latest Year SA funds 1993
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
93243 Structure Number 93243
2.82 Milepoint 2.82
1977 Year Built 1977
STREAM Feature Crossed STREAM
Type of Service
2 Number of Barrels 2
12 Culvert Width 12
8 Culvert Height 8
60 Culvert Length 60
131.99985848 Area of Waterway Opening 131.99985848
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2 * 430267.41 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 47.22 / 20 * 25 $249,322
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 16760.44 / 60 * 25 $13,967
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
60 * 131.99985848 * 15.47 /100 * 25 * 1.15
$35,225
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $394,412 + $249,322+ $13,967 + $35,225
$692,926
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-625-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.9 Segment Length 2.9
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 6 TO CSAH 10 Termini CSAH 6 TO CSAH 10
180 Present AADT 195
2012 Year of Count 2016
1 Projection Factor 1
180 Projected Traffic 195
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
2.9 * 430267.41 / 60 * 25 *1.1
$571,897
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.9 * 2112 * 47.22 / 20 * 25 $361,516
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.9 * 16760.44 / 60 * 25 $20,252
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $571,897 + $361,516+ $20,252
$953,665
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-626-010
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
S CO LINE TO CSAH 39 Termini S CO LINE TO CSAH 39
152 Present AADT 75
2012 Year of Count 2016
1.9 Projection Factor 1
152 Projected Traffic 75
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2 * 430267.41 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 47.22 / 20 * 25 $249,322
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 16760.44 / 60 * 25 $13,967
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $394,412 + $249,322+ $13,967
$657,701
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-627-010
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 24 TO CSAH 28 Termini CSAH 24 TO CSAH 28
285 Present AADT 260
2012 Year of Count 2016
1 Projection Factor 1
285 Projected Traffic 260
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1989 Latest Year SA funds 1989
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
93096 Structure Number 93096
4.26 Milepoint 4.26
1974 Year Built 1974
COON CREEK Feature Crossed COON CREEK
Type of Service
2 Number of Barrels 2
14 Culvert Width 14
10 Culvert Height 10
85 Culvert Length 85
199.99972034 Area of Waterway Opening 199.99972034
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
93164 Structure Number 93164
0.39 Milepoint 0.39
1974 Year Built 1974
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
7 Culvert Height 7
50 Culvert Length 50
52.0004009 Area of Waterway Opening 52.0004009
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.4 * 430267.41 / 60 * 25 *1.1
$867,706
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.4 * 2112 * 47.22 / 20 * 25 $548,508
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.4 * 16760.44 / 60 * 25 $30,727
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
85 * 199.99972034 * 15.47 /100 * 25 * 1.15
$75,610
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
50 * 52.0004009 * 15.47 /100 * 25 * 1.15
$11,564
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $867,706 + $548,508+ $30,727 + $75,610 +$11,564
$1,534,115
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-627-011
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 28 TO 0.75 MI W OF T.H. 32AT TWIN VALLEY
Termini CSAH 28 TO 0.75 MI W OF T.H. 32AT TWIN VALLEY
305 Present AADT 240
2012 Year of Count 2016
1 Projection Factor 1
305 Projected Traffic 240
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1989 Latest Year SA funds 1989
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3 * 430267.41 / 60 * 25 * 1.1 $591,618
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 47.22 / 20 * 25 $373,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 16760.44 / 60 * 25 $20,951
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $591,618 + $373,982+ $20,951
$986,551
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-627-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.75 MI W OF T.H. 32 TO THE WLIMS TWIN VALLEY
Termini 0.75 MI W OF T.H. 32 TO THE WLIMS TWIN VALLEY
305 Present AADT 240
2012 Year of Count 2016
1 Projection Factor 1
305 Projected Traffic 240
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1989 Latest Year SA funds 1989
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 430267.41 / 60 * 25 *1.1
$98,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 47.22 / 20 * 25 $62,330
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 16760.44 / 60 * 25 $3,492
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $98,603 + $62,330 +$3,492
$164,425
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-627-030
Original Current
TWIN VALLEY Municipality TWIN VALLEY
0.25 Segment Length 0.25
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W LIMS TWIN VALLEY TO TH 32 Termini W LIMS TWIN VALLEY TO TH 32
305 Present AADT 240
2012 Year of Count 2016
1 Projection Factor 1
305 Projected Traffic 240
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1989 Latest Year SA funds 1989
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.25 * 430267.41 / 60 * 25 *1.1
$49,301
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.25 * 2112 * 47.22 / 20 * 25 $31,165
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.25 * 16760.44 / 60 * 25 $1,746
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $49,301 + $31,165 +$1,746
$82,212
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Deleted
County Name : NORMAN Segment Nbr : 054-627-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.4 Segment Length 1.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 32 TO CSAH 29 Termini TH 32 TO CSAH 29
160 Present AADT 160
2012 Year of Count 2012
1 Projection Factor 1
160 Projected Traffic 160
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
PLAN SAP 54-627-06 Comments PLAN SAP 54-627-06
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Deleted Segment If status is Deleted, resultis zero
$0
Total Segment Cost Deleted Segment $0 $0
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Deleted
County Name : NORMAN Segment Nbr : 054-628-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W. JCT. CSAH 33 TO E. JCT. CSAH33
Termini W. JCT. CSAH 33 TO E. JCT. CSAH33
95 Present AADT 95
2012 Year of Count 2012
1 Projection Factor 1
95 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
Deleted Segment If status is Deleted, resultis zero
$0
Total Segment Cost Deleted Segment $0 $0
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-628-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 33 TO 2.0 M S OF CSAH 27 Termini CSAH 33 TO 2.0 M S OF CSAH 27
152 Present AADT 55
2012 Year of Count 2016
1.6 Projection Factor 1
152 Projected Traffic 55
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
1 * 430267.41 / 60 * 25 * 1.1 $197,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 47.22 / 20 * 25 $124,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 16760.44 / 60 * 25 $6,984
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,206 + $124,661+ $6,984
$328,851
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-628-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2 Segment Length 2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
2.0 M S OF CSAH 27 TO CSAH 27 Termini 2.0 M S OF CSAH 27 TO CSAH 27
152 Present AADT 55
2012 Year of Count 2016
1.6 Projection Factor 1
152 Projected Traffic 55
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
93694 Structure Number 93694
3.65 Milepoint 3.65
1984 Year Built 1984
CO DITCH # 29 Feature Crossed CO DITCH # 29
Type of Service
1 Number of Barrels 1
12 Culvert Width 12
8 Culvert Height 8
88 Culvert Length 88
65.99992924 Area of Waterway Opening 65.99992924
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
93695 Structure Number 93695
3.79 Milepoint 3.79
1984 Year Built 1984
COON CREEK Feature Crossed COON CREEK
Type of Service
2 Number of Barrels 2
14 Culvert Width 14
10 Culvert Height 10
78 Culvert Length 78
197.99978772 Area of Waterway Opening 197.99978772
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2 * 430267.41 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 47.22 / 20 * 25 $249,322
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 16760.44 / 60 * 25 $13,967
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
88 * 65.99992924 * 15.47 /100 * 25 * 1.15
$25,832
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
78 * 197.99978772 * 15.47 /100 * 25 * 1.15
$68,689
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $394,412 + $249,322+ $13,967 + $25,832 +$68,689
$752,222
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-629-010
Original Current
TWIN VALLEY Municipality TWIN VALLEY
0.04 Segment Length 0.04
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 32 IN TWIN VALLEY TO E SIDEOF FIRST ST E
Termini TH 32 IN TWIN VALLEY TO E SIDEOF FIRST ST E
1550 Present AADT 1350
2012 Year of Count 2016
1 Projection Factor 1
1550 Projected Traffic 1350
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SURFACED 2008, SAP 54-629-023 Comments SURFACED 2008, SAP 54-629-023
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.04 * 2442243.38 / 60 * 25* 1.15
$46,810
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.04 * 2904 * 47.22 / 15 * 25 $9,142
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.04 * 119374.32 / 60 * 25 $1,990
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $46,810 + $9,142 +$1,990
$57,942
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-629-011
Original Current
TWIN VALLEY Municipality TWIN VALLEY
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
E SIDE OF FIRST ST E TO E SIDE4TH ST
Termini E SIDE OF FIRST ST E TO E SIDE4TH ST
1550 Present AADT 1350
2012 Year of Count 2016
1 Projection Factor 1
1550 Projected Traffic 1350
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SURFACED 2008, SAP 54-629-023 Comments SURFACED 2008, SAP 54-629-023
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 2442243.38 / 60 * 25* 1.15
$269,156
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.23 * 2904 * 47.22 / 15 * 25 $52,565
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.23 * 119374.32 / 60 * 25 $11,440
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $269,156 + $52,565 +$11,440
$333,161
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-629-020
Original Current
TWIN VALLEY Municipality TWIN VALLEY
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
4TH ST TO 0.29 MI NE Termini 4TH ST TO 0.29 MI NE
610 Present AADT 610
2012 Year of Count 2016
1 Projection Factor 1
610 Projected Traffic 610
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SURFACED 2008, SAP 54-629-020 Comments SURFACED 2008, SAP 54-629-020
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.29 * 2442243.38 / 60 * 25* 1.15
$339,370
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.29 * 2904 * 47.22 / 15 * 25 $66,278
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.29 * 119374.32 / 60 * 25 $14,424
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $339,370 + $66,278 +$14,424
$420,072
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-629-030
Original Current
TWIN VALLEY Municipality TWIN VALLEY
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
0.29 MI NE OF 4TH ST TO NO LIMTWIN VALLEY
Termini 0.29 MI NE OF 4TH ST TO NO LIMTWIN VALLEY
610 Present AADT 610
2012 Year of Count 2016
1 Projection Factor 1
610 Projected Traffic 610
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SURFACED 2008, SAP 54-629-023 Comments SURFACED 2008, SAP 54-629-023
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 430267.41 / 60 * 25 *1.1
$31,553
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.16 * 2112 * 47.22 / 20 * 25 $19,946
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.16 * 16760.44 / 60 * 25 $1,117
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $31,553 + $19,946 +$1,117
$52,616
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-629-031
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.4 Segment Length 0.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NO LIM TWIN VALLEY TO 0.40 MINO
Termini NO LIM TWIN VALLEY TO 0.40 MINO
610 Present AADT 610
2012 Year of Count 2016
1 Projection Factor 1
610 Projected Traffic 610
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1995 Latest Year SA funds 1995
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
54532 Structure Number 54532
0.85 Milepoint 0.85
1980 Year Built 1980
WILD RICE RIVER Feature Crossed WILD RICE RIVER
Type of Service
Number of Spans
131.3 Bridge Length 131.3
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
0.4 * 430267.41 / 60 * 25 *1.1
$78,882
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 47.22 / 20 * 25 $49,864
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 16760.44 / 60 * 25 $2,793
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
131.3 * 39.3 * 152 / 80 * 25* 1.15
$281,870
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $78,882 + $49,864 +$2,793 + $281,870
$413,409
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-629-032
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.4 MI TO 0.7 MI NO OF N LIM TWINVALLEY
Termini 0.4 MI TO 0.7 MI NO OF N LIM TWINVALLEY
610 Present AADT 610
2012 Year of Count 2016
1 Projection Factor 1
610 Projected Traffic 610
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 430267.41 / 60 * 25 *1.1
$59,162
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 47.22 / 20 * 25 $37,398
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 16760.44 / 60 * 25 $2,095
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $59,162 + $37,398 +$2,095
$98,655
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-629-060
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.9 Segment Length 4.9
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.7 MILE N OF N LIM TWIN VALLEYTO NO JCT CO RD 173
Termini 0.7 MILE N OF N LIM TWIN VALLEYTO NO JCT CO RD 173
610 Present AADT 610
2012 Year of Count 2016
1 Projection Factor 1
610 Projected Traffic 610
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
4.9 * 430267.41 / 60 * 25 *1.1
$966,309
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.9 * 2112 * 47.22 / 20 * 25 $610,838
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.9 * 16760.44 / 60 * 25 $34,219
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $966,309 + $610,838+ $34,219
$1,611,366
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-629-061
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
N JCT CO RD 173 TO O.5 MI E. Termini N JCT CO RD 173 TO O.5 MI E.
380 Present AADT 410
2012 Year of Count 2016
1 Projection Factor 1
380 Projected Traffic 410
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
RECONSTRUCTED IN 2002, SAP629-19, WITH FED. ER FUNDS.RESHAPED SLOPES TO 4:1 ANDEXTENDED BOX CULVERTS ANDRIPRAP. PAVED UNDER SAP 629-21&22
Comments RECONSTRUCTED IN 2002, SAP629-19, WITH FED. ER FUNDS.RESHAPED SLOPES TO 4:1 ANDEXTENDED BOX CULVERTS ANDRIPRAP. PAVED UNDER SAP 629-21&22
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
93473 Structure Number 93473
6.447 Milepoint 6.447
1979 Year Built 1979
MARSH CREEK Feature Crossed MARSH CREEK
Type of Service
4 Number of Barrels 4
Culvert Width
Culvert Height
170 Culvert Length 170
285.00008586 Area of Waterway Opening 285.00008586
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 430267.41 / 60 * 25 *1.1
$98,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 47.22 / 20 * 25 $62,330
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 16760.44 / 60 * 25 $3,492
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
170 * 285.00008586 * 15.47/ 100 * 25 * 1.15
$215,487
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $98,603 + $62,330 +$3,492 + $215,487
$379,912
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-629-062
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.3 Segment Length 2.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.5 MI E OF N JCT CO RD 173 TOJCT CSAH 40
Termini 0.5 MI E OF N JCT CO RD 173 TOJCT CSAH 40
380 Present AADT 410
2012 Year of Count 2016
1 Projection Factor 1
380 Projected Traffic 410
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
Bridge Information Status: Original
Original Current
54529 Structure Number 54529
8.749 Milepoint 8.749
1982 Year Built 1982
WILD RICE RIVER Feature Crossed WILD RICE RIVER
Type of Service
Number of Spans
122.3 Bridge Length 122.3
35 Bridge Width 35
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.3 * 430267.41 / 60 * 25 *1.1
$453,574
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.3 * 2112 * 47.22 / 20 * 25 $286,720
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.3 * 16760.44 / 60 * 25 $16,062
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
122.3 * 35 * 152 / 80 * 25 *1.15
$233,822
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $453,574 + $286,720+ $16,062 + $233,822
$990,178
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-629-080
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.7 Segment Length 1.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NO JCT CSAH 40 TO E CO LINE Termini NO JCT CSAH 40 TO E CO LINE
330 Present AADT 365
2012 Year of Count 2016
1 Projection Factor 1
330 Projected Traffic 365
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
1.7 * 430267.41 / 60 * 25 *1.1
$335,250
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.7 * 2112 * 47.22 / 20 * 25 $211,923
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.7 * 16760.44 / 60 * 25 $11,872
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $335,250 + $211,923+ $11,872
$559,045
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-630-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.5 Segment Length 3.5
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 19 TO 0.5 M N OF CSAH 13 Termini CSAH 19 TO 0.5 M N OF CSAH 13
35 Present AADT 35
2012 Year of Count 2016
1 Projection Factor 1
35 Projected Traffic 35
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
54J04 Structure Number 54J04
2.07 Milepoint 2.07
1998 Year Built 1998
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
14 Culvert Width 14
10 Culvert Height 10
84 Culvert Length 84
98.99989386 Area of Waterway Opening 98.99989386
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
54J05 Structure Number 54J05
1.401 Milepoint 1.401
1998 Year Built 1998
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
12 Culvert Width 12
8 Culvert Height 8
78 Culvert Length 78
65.99992924 Area of Waterway Opening 65.99992924
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.5 * 215133.71 / 60 * 25 *1.1
$345,110
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.5 * 546 * 10.3 / 2 * 25 $246,041
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.5 * 0 / 60 * 25 $0
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
84 * 98.99989386 * 15.47 /100 * 25 * 1.15
$36,986
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
78 * 65.99992924 * 15.47 /100 * 25 * 1.15
$22,896
Total Segment Cost Construction +Preservation + ROW +Culvert + Culvert
$345,110 + $246,041 + $0+ $36,986 + $22,896
$651,033
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-630-015
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.5 Segment Length 4.5
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.5 M N OF CSAH 13 TO CSAH 1 Termini 0.5 M N OF CSAH 13 TO CSAH 1
40 Present AADT 40
2012 Year of Count 2016
1 Projection Factor 1
40 Projected Traffic 40
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
1996 Latest Year SA funds 1996
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
93751 Structure Number 93751
5.15 Milepoint 5.15
1986 Year Built 1986
SPRING CREEK Feature Crossed SPRING CREEK
Type of Service
1 Number of Barrels 1
14 Culvert Width 14
10 Culvert Height 10
62 Culvert Length 62
98.99989386 Area of Waterway Opening 98.99989386
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.5 * 215133.71 / 60 * 25 *1.1
$443,713
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.5 * 546 * 10.3 / 2 * 25 $316,339
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.5 * 0 / 60 * 25 $0
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
62 * 98.99989386 * 15.47 /100 * 25 * 1.15
$27,299
Total Segment Cost Construction +Preservation + ROW +Culvert
$443,713 + $316,339 + $0+ $27,299
$787,351
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-630-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 1 TO NORTH COUNTY LINE Termini CSAH 1 TO NORTH COUNTY LINE
156 Present AADT 40
2012 Year of Count 2016
3.9 Projection Factor 1
156 Projected Traffic 40
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 * 430267.41 / 60 * 25 * 1.1 $197,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 47.22 / 20 * 25 $124,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 16760.44 / 60 * 25 $6,984
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,206 + $124,661+ $6,984
$328,851
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-631-010
Original Current
TWIN VALLEY Municipality TWIN VALLEY
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
MAIN ST TO 220 FT. S. OFPLEASANT AV
Termini MAIN ST TO 220 FT. S. OFPLEASANT AV
470 Present AADT 425
2012 Year of Count 2016
1 Projection Factor 1
470 Projected Traffic 425
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.11 * 430267.41 / 60 * 25 *1.1
$21,693
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.11 * 2112 * 47.22 / 20 * 25 $13,713
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.11 * 16760.44 / 60 * 25 $768
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $21,693 + $13,713 +$768
$36,174
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-631-020
Original Current
TWIN VALLEY Municipality TWIN VALLEY
0.48 Segment Length 0.48
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
220 FT. S. OFPLEASANT AV TO ELIM TWIN VALLEY
Termini 220 FT. S. OFPLEASANT AV TO ELIM TWIN VALLEY
470 Present AADT 425
2012 Year of Count 2016
1 Projection Factor 1
470 Projected Traffic 425
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.48 * 430267.41 / 60 * 25 *1.1
$94,659
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.48 * 2112 * 47.22 / 20 * 25 $59,837
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.48 * 16760.44 / 60 * 25 $3,352
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $94,659 + $59,837 +$3,352
$157,848
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-631-030
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
E LIM TWIN VALLEY TO CSAH 36 Termini E LIM TWIN VALLEY TO CSAH 36
470 Present AADT 425
2012 Year of Count 2016
1 Projection Factor 1
470 Projected Traffic 425
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
Culvert Information Status: Original
Original Current
89728 Structure Number 89728
4.33 Milepoint 4.33
1954 Year Built 1954
MOCCASIN CREEK Feature Crossed MOCCASIN CREEK
Type of Service
2 Number of Barrels 2
10 Culvert Width 10
10 Culvert Height 10
128 Culvert Length 128
199.99972034 Area of Waterway Opening 199.99972034
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
93436 Structure Number 93436
3.43 Milepoint 3.43
1979 Year Built 1979
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
12 Culvert Width 12
8 Culvert Height 8
88 Culvert Length 88
65.99992924 Area of Waterway Opening 65.99992924
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 430267.41 / 60 * 25 * 1.1 $788,824
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 47.22 / 20 * 25 $498,643
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 16760.44 / 60 * 25 $27,934
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
128 * 199.99972034 * 15.47/ 100 * 25 * 1.15
$113,859
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
88 * 65.99992924 * 15.47 /100 * 25 * 1.15
$25,832
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $788,824 + $498,643+ $27,934 + $113,859 +$25,832
$1,455,092
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-631-040
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 36 TO CSAH 38 Termini CSAH 36 TO CSAH 38
385 Present AADT 330
2012 Year of Count 2016
1 Projection Factor 1
385 Projected Traffic 330
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 054-631-012 SUBGRADESTABIL, M&OL
REGRADED UNDER 54-631-010
SAP 54-631-011, 2007 BIT BASE &SURFACE
Comments 2014 SAP 054-631-012 SUBGRADESTABIL, M&OL
REGRADED UNDER 54-631-010
SAP 54-631-011, 2007 BIT BASE &SURFACE
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 47.22 / 20 * 25 $249,322
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 16760.44 / 60 * 25 $13,967
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $394,412 + $249,322+ $13,967
$657,701
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-631-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 38 TO E CO LINE Termini CSAH 38 TO E CO LINE
385 Present AADT 330
2012 Year of Count 2016
1 Projection Factor 1
385 Projected Traffic 330
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 054-631-012 SUBGRADESTABIL, M&OL
Comments 2014 SAP 054-631-012 SUBGRADESTABIL, M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3 * 430267.41 / 60 * 25 * 1.1 $591,618
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 47.22 / 20 * 25 $373,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 16760.44 / 60 * 25 $20,951
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $591,618 + $373,982+ $20,951
$986,551
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-632-010
Original Current
GARY Municipality GARY
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
FROM CSAH 19 TO 0.38 MI NO Termini FROM CSAH 19 TO 0.38 MI NO
385 Present AADT 385
2012 Year of Count 2016
1 Projection Factor 1
385 Projected Traffic 385
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 054-632-004, OVERLAYRECONDITIONING
Comments 2016: SAP 054-632-004, OVERLAYRECONDITIONING
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 2442243.38 / 60 * 25* 1.15
$444,692
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.38 * 2904 * 47.22 / 15 * 25 $86,847
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.38 * 119374.32 / 60 * 25 $18,901
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $444,692 + $86,847 +$18,901
$550,440
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-632-011
Original Current
GARY Municipality GARY
0.12 Segment Length 0.12
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.38 MI NO CSAH 19 TO NO LIMGARY
Termini 0.38 MI NO CSAH 19 TO NO LIMGARY
160 Present AADT 160
2012 Year of Count 2016
1 Projection Factor 1
160 Projected Traffic 160
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 054-632-004, OVERLAYRECONDITIONING
Comments 2016: SAP 054-632-004, OVERLAYRECONDITIONING
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 430267.41 / 60 * 25 *1.1
$23,665
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.12 * 2112 * 47.22 / 20 * 25 $14,959
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.12 * 16760.44 / 60 * 25 $838
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $23,665 + $14,959 +$838
$39,462
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-632-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
N LIMS GARY TO CO RD 112 Termini N LIMS GARY TO CO RD 112
160 Present AADT 160
2012 Year of Count 2016
1 Projection Factor 1
160 Projected Traffic 160
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 430267.41 / 60 * 25 *1.1
$98,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 47.22 / 20 * 25 $62,330
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 16760.44 / 60 * 25 $3,492
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $98,603 + $62,330 +$3,492
$164,425
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-632-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.6 Segment Length 0.6
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CO RD 112 TO TH NO 32 Termini CO RD 112 TO TH NO 32
165 Present AADT 145
2012 Year of Count 2016
1 Projection Factor 1
165 Projected Traffic 145
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
NEW SEGMENT IN 2008 Comments NEW SEGMENT IN 2008
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
89764 Structure Number 89764
1.146 Milepoint 1.146
1930 Year Built 1930
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
4 Culvert Height 4
30 Culvert Length 30
39.99972879 Area of Waterway Opening 39.99972879
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.6 * 430267.41 / 60 * 25 *1.1
$118,324
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2112 * 47.22 / 20 * 25 $74,796
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 16760.44 / 60 * 25 $4,190
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
30 * 39.99972879 * 15.47 /100 * 25 * 1.15
$5,337
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $118,324 + $74,796 +$4,190 + $5,337
$202,647
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-633-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.8 Segment Length 1.8
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 10 TO 1.2 MI W OF CO RD128
Termini CSAH 10 TO 1.2 MI W OF CO RD128
20 Present AADT 40
2012 Year of Count 2016
1 Projection Factor 1
20 Projected Traffic 40
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
NEW SEGMENT IN 2008 Comments NEW SEGMENT IN 2008
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.8 * 215133.71 / 60 * 25 *1.1
$177,485
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.8 * 546 * 10.3 / 2 * 25 $126,536
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.8 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$177,485 + $126,536 + $0 $304,021
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-633-031
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.2 Segment Length 1.2
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 14 TO CO RD 128 Termini CSAH 14 TO CO RD 128
65 Present AADT 40
2012 Year of Count 2016
1 Projection Factor 1
65 Projected Traffic 40
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
1984 Latest Year SA funds 1984
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
54527 Structure Number 54527
2.215 Milepoint 2.215
1983 Year Built 1983
WILD RICE RIVER Feature Crossed WILD RICE RIVER
Type of Service
Number of Spans
186.6 Bridge Length 186.6
35.3 Bridge Width 35.3
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
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.2 * 215133.71 / 60 * 25 *1.1
$118,324
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.2 * 546 * 10.3 / 2 * 25 $84,357
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.2 * 0 / 60 * 25 $0
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
186.6 * 35.3 * 138 / 80 * 25* 1.15
$326,673
Total Segment Cost Construction +Preservation + ROW +Bridge
$118,324 + $84,357 + $0 +$326,673
$529,354
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-633-040
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
CO RD 128 TO TH 9 Termini CO RD 128 TO TH 9
65 Present AADT 40
2012 Year of Count 2016
1 Projection Factor 1
65 Projected Traffic 40
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
1994 Latest Year SA funds 1994
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
93787 Structure Number 93787
6.282 Milepoint 6.282
1987 Year Built 1987
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
14 Culvert Width 14
8 Culvert Height 8
50 Culvert Length 50
81.00050028 Area of Waterway Opening 81.00050028
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5 * 215133.71 / 60 * 25 * 1.1 $493,015
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5 * 546 * 10.3 / 2 * 25 $351,488
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5 * 0 / 60 * 25 $0
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
50 * 81.00050028 * 15.47 /100 * 25 * 1.15
$18,013
Total Segment Cost Construction +Preservation + ROW +Culvert
$493,015 + $351,488 + $0+ $18,013
$862,516
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-633-051
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 9 TO CSAH 24 Termini TH 9 TO CSAH 24
50 Present AADT 15
2012 Year of Count 2016
1 Projection Factor 1
50 Projected Traffic 15
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 * 215133.71 / 60 * 25 * 1.1 $295,809
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 546 * 10.3 / 2 * 25 $210,893
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$295,809 + $210,893 + $0 $506,702
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-633-060
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.4 Segment Length 3.4
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 24 TO CO RD 124 Termini CSAH 24 TO CO RD 124
50 Present AADT 55
2012 Year of Count 2016
1 Projection Factor 1
50 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
3.4 * 215133.71 / 60 * 25 *1.1
$335,250
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.4 * 546 * 10.3 / 2 * 25 $239,012
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.4 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$335,250 + $239,012 + $0 $574,262
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : New
County Name : NORMAN Segment Nbr : 054-633-065
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CO RD 124 TO CSAH 28 Termini CO RD 124 TO CSAH 28
95 Present AADT 95
2012 Year of Count 2016
1 Projection Factor 1
95 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
2017: NEW SEGMENT ROADDESIGNATION VIACOMMISSIONER ORDER NO95753. PRIOR SEGMENT WASCSAH 28.
Comments 2017: NEW SEGMENT ROADDESIGNATION VIACOMMISSIONER ORDER NO95753. PRIOR SEGMENT WASCSAH 28.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 215133.71 / 60 * 25 * 1.1 $98,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 546 * 10.3 / 2 * 25 $70,298
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$98,603 + $70,298 + $0 $168,901
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-633-070
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 28 TO 2.0 MI W OF TH 32 Termini CSAH 28 TO 2.0 MI W OF TH 32
153 Present AADT 90
2012 Year of Count 2016
1.7 Projection Factor 1
153 Projected Traffic 90
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
54531 Structure Number 54531
17.593 Milepoint 17.593
1980 Year Built 1980
COON CREEK Feature Crossed COON CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Spans 2
78.6 Bridge Length 78.6
35 Bridge Width 35
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2 * 430267.41 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 47.22 / 20 * 25 $249,322
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 16760.44 / 60 * 25 $13,967
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
78.6 * 35 * 152 / 80 * 25 *1.15
$150,273
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $394,412 + $249,322+ $13,967 + $150,273
$807,974
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-633-075
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
2.0 MI W TO 1.0 MI W OF TH 32 Termini 2.0 MI W TO 1.0 MI W OF TH 32
153 Present AADT 90
2012 Year of Count 2016
1.7 Projection Factor 1
153 Projected Traffic 90
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2006 Latest Year SA funds 2006
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SAP 54-633-008, 2006 Comments SAP 54-633-008, 2006
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $197,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 47.22 / 20 * 25 $124,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 16760.44 / 60 * 25 $6,984
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,206 + $124,661+ $6,984
$328,851
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-633-080
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.0 MI W OF TH 32 TO TH 32 Termini 1.0 MI W OF TH 32 TO TH 32
153 Present AADT 90
2012 Year of Count 2016
1.7 Projection Factor 1
153 Projected Traffic 90
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2006 Latest Year SA funds 2006
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SAP 54-633-008, 2006 Comments SAP 54-633-008, 2006
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $197,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 47.22 / 20 * 25 $124,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 16760.44 / 60 * 25 $6,984
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,206 + $124,661+ $6,984
$328,851
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-634-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.1 Segment Length 3.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 29 TO TH 200 Termini CSAH 29 TO TH 200
150 Present AADT 165
2012 Year of Count 2016
1 Projection Factor 1
150 Projected Traffic 165
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 054-634-015 TB&OL Comments 2014 SAP 054-634-015 TB&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.1 * 430267.41 / 60 * 25 *1.1
$611,338
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.1 * 2112 * 47.22 / 20 * 25 $386,448
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.1 * 16760.44 / 60 * 25 $21,649
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $611,338 + $386,448+ $21,649
$1,019,435
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-634-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 200 TO CSAH NO 19 Termini TH 200 TO CSAH NO 19
152 Present AADT 80
2012 Year of Count 2016
1.9 Projection Factor 1
152 Projected Traffic 80
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 054-634-014 OL Comments 2013 SAP 054-634-014 OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3 * 430267.41 / 60 * 25 * 1.1 $591,618
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 47.22 / 20 * 25 $373,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 16760.44 / 60 * 25 $20,951
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $591,618 + $373,982+ $20,951
$986,551
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-634-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
6.2 Segment Length 6.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 19 TO CSAH 7 Termini CSAH 19 TO CSAH 7
152 Present AADT 80
2012 Year of Count 2016
1.9 Projection Factor 1
152 Projected Traffic 80
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1996 Latest Year SA funds 1996
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
93339 Structure Number 93339
6.19 Milepoint 6.19
1978 Year Built 1978
MASHAUG CREEK Feature Crossed MASHAUG CREEK
Type of Service
2 Number of Barrels 2
10 Culvert Width 10
6 Culvert Height 6
50 Culvert Length 50
89.00023076 Area of Waterway Opening 89.00023076
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
93340 Structure Number 93340
8.05 Milepoint 8.05
1978 Year Built 1978
CO DITCH # 6 Feature Crossed CO DITCH # 6
Type of Service
2 Number of Barrels 2
10 Culvert Width 10
7 Culvert Height 7
62 Culvert Length 62
102.9997591 Area of Waterway Opening 102.9997591
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6.2 * 430267.41 / 60 * 25 *1.1
$1,222,677
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6.2 * 2112 * 47.22 / 20 * 25 $772,897
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6.2 * 16760.44 / 60 * 25 $43,298
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
50 * 89.00023076 * 15.47 /100 * 25 * 1.15
$19,792
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
62 * 102.9997591 * 15.47 /100 * 25 * 1.15
$28,402
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $1,222,677 + $772,897+ $43,298 + $19,792 +$28,402
$2,087,066
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-634-041
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 7 TO CSAH 1 Termini CSAH 7 TO CSAH 1
152 Present AADT 80
2012 Year of Count 2016
1.9 Projection Factor 1
152 Projected Traffic 80
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1986 Latest Year SA funds 1986
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016: SAP 054-634-016, OVERLAYRECONDITIONING
Comments 2016: SAP 054-634-016, OVERLAYRECONDITIONING
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 47.22 / 20 * 25 $249,322
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 16760.44 / 60 * 25 $13,967
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $394,412 + $249,322+ $13,967
$657,701
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-635-010
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
TH 9 TO S LIMITS ADA Termini TH 9 TO S LIMITS ADA
660 Present AADT 660
2012 Year of Count 2016
1 Projection Factor 1
660 Projected Traffic 660
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 054-635-003, OVERLAYRECONDITIONING
Comments 2016: SAP 054-635-003, OVERLAYRECONDITIONING
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
92976 Structure Number 92976
0.27 Milepoint 0.27
1973 Year Built 1973
MARSH RIVER Feature Crossed MARSH RIVER
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Spans 1
23.1 Bridge Length 23.1
31.4 Bridge Width 31.4
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
0.7 * 430267.41 / 60 * 25 *1.1
$138,044
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2112 * 47.22 / 20 * 25 $87,263
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 16760.44 / 60 * 25 $4,888
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
23.1 * 31.4 * 152 / 80 * 25 *1.15
$39,622
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $138,044 + $87,263 +$4,888 + $39,622
$269,817
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-635-020
Original Current
ADA Municipality ADA
0.18 Segment Length 0.18
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S LIMITS ADA TO TH 200 Termini S LIMITS ADA TO TH 200
660 Present AADT 660
2012 Year of Count 2016
1 Projection Factor 1
660 Projected Traffic 660
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 054-635-003, OVERLAYRECONDITIONING
Comments 2016: SAP 054-635-003, OVERLAYRECONDITIONING
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.18 * 2442243.38 / 60 * 25* 1.15
$210,643
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.18 * 2904 * 47.22 / 15 * 25 $41,138
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.18 * 119374.32 / 60 * 25 $8,953
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $210,643 + $41,138 +$8,953
$260,734
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-636-011
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 113 TO CSAH 31 Termini TH 113 TO CSAH 31
180 Present AADT 180
2012 Year of Count 2016
1 Projection Factor 1
180 Projected Traffic 180
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
54J16 Structure Number 54J16
3.25 Milepoint 3.25
2004 Year Built 2004
MOCCASIN CREEK Feature Crossed MOCCASIN CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
Culvert Width
Culvert Height
148 Culvert Length 148
240.00052552 Area of Waterway Opening 240.00052552
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 430267.41 / 60 * 25 * 1.1 $788,824
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 47.22 / 20 * 25 $498,643
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 16760.44 / 60 * 25 $27,934
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
148 * 240.00052552 * 15.47/ 100 * 25 * 1.15
$157,980
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $788,824 + $498,643+ $27,934 + $157,980
$1,473,381
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-636-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 200 TO CSAH 19 Termini TH 200 TO CSAH 19
330 Present AADT 375
2012 Year of Count 2016
1 Projection Factor 1
330 Projected Traffic 375
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 * 430267.41 / 60 * 25 * 1.1 $591,618
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 47.22 / 20 * 25 $373,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 16760.44 / 60 * 25 $20,951
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $591,618 + $373,982+ $20,951
$986,551
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-636-060
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5 Segment Length 5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 19 TO CSAH 9 Termini CSAH 19 TO CSAH 9
330 Present AADT 375
2012 Year of Count 2016
1 Projection Factor 1
330 Projected Traffic 375
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5 * 430267.41 / 60 * 25 * 1.1 $986,029
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5 * 2112 * 47.22 / 20 * 25 $623,304
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5 * 16760.44 / 60 * 25 $34,918
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $986,029 + $623,304+ $34,918
$1,644,251
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-636-070
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 9 TO CSAH 7 Termini CSAH 9 TO CSAH 7
325 Present AADT 375
2012 Year of Count 2016
1 Projection Factor 1
325 Projected Traffic 375
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 * 430267.41 / 60 * 25 * 1.1 $197,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 47.22 / 20 * 25 $124,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 16760.44 / 60 * 25 $6,984
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,206 + $124,661+ $6,984
$328,851
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-636-080
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 7 TO N CO LINE Termini CSAH 7 TO N CO LINE
325 Present AADT 375
2012 Year of Count 2016
1 Projection Factor 1
325 Projected Traffic 375
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
Bridge Information Status: Original
Original Current
2287 Structure Number 2287
17.63 Milepoint 17.63
1917 Year Built 1917
DITCH Feature Crossed DITCH
Type of Service
Number of Spans
18 Bridge Length 18
39.2 Bridge Width 39.2
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.1 * 430267.41 / 60 * 25 *1.1
$611,338
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.1 * 2112 * 47.22 / 20 * 25 $386,448
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.1 * 16760.44 / 60 * 25 $21,649
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
18 * 39.2 * 152 / 80 * 25 *1.15
$38,543
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $611,338 + $386,448+ $21,649 + $38,543
$1,057,978
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-637-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2 Segment Length 2
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 36 TO CSAH 38 Termini CSAH 36 TO CSAH 38
25 Present AADT 25
2012 Year of Count 2016
1 Projection Factor 1
25 Projected Traffic 25
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 * 215133.71 / 60 * 25 * 1.1 $197,206
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
$197,206 + $140,595 + $0 $337,801
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-637-021
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 38 TO 1.0 MI E CSAH 38 Termini CSAH 38 TO 1.0 MI E CSAH 38
15 Present AADT 15
2012 Year of Count 2016
1 Projection Factor 1
15 Projected Traffic 15
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
1994 Latest Year SA funds 1994
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
97728 Structure Number 97728
2.18 Milepoint 2.18
1994 Year Built 1994
MOCCASIN CREEK Feature Crossed MOCCASIN CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
12 Culvert Width 12
6 Culvert Height 6
48 Culvert Length 48
144.00053059 Area of Waterway Opening 144.00053059
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 215133.71 / 60 * 25 * 1.1 $98,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 546 * 10.3 / 2 * 25 $70,298
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 0 / 60 * 25 $0
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
48 * 144.00053059 * 15.47 /100 * 25 * 1.15
$30,742
Total Segment Cost Construction +Preservation + ROW +Culvert
$98,603 + $70,298 + $0 +$30,742
$199,643
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-637-022
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1 MI E CASH 38 TO CSAH 40 Termini 1 MI E CASH 38 TO CSAH 40
15 Present AADT 15
2012 Year of Count 2016
1 Projection Factor 1
15 Projected Traffic 15
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
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
54J10 Structure Number 54J10
3.42 Milepoint 3.42
1999 Year Built 1999
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
12 Culvert Width 12
6 Culvert Height 6
46 Culvert Length 46
71.9997271 Area of Waterway Opening 71.9997271
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 215133.71 / 60 * 25 * 1.1 $98,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 546 * 10.3 / 2 * 25 $70,298
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 0 / 60 * 25 $0
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
46 * 71.9997271 * 15.47 /100 * 25 * 1.15
$14,730
Total Segment Cost Construction +Preservation + ROW +Culvert
$98,603 + $70,298 + $0 +$14,730
$183,631
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-637-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 40 TO EAST COUNTY LINE Termini CSAH 40 TO EAST COUNTY LINE
15 Present AADT 15
2012 Year of Count 2016
1 Projection Factor 1
15 Projected Traffic 15
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
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
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 215133.71 / 60 * 25 * 1.1 $98,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 546 * 10.3 / 2 * 25 $70,298
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$98,603 + $70,298 + $0 $168,901
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-638-010
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
S CO LINE TO 1.0 MI N Termini S CO LINE TO 1.0 MI N
360 Present AADT 395
2012 Year of Count 2016
1 Projection Factor 1
360 Projected Traffic 395
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SAP 54-638-06, 2007
SURFACED 2008, SAP 54-638-007
Comments SAP 54-638-06, 2007
SURFACED 2008, SAP 54-638-007
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 430267.41 / 60 * 25 * 1.1 $197,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 47.22 / 20 * 25 $124,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 16760.44 / 60 * 25 $6,984
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,206 + $124,661+ $6,984
$328,851
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-638-011
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.0 MI N OF S CO LINE TO TH 113 Termini 1.0 MI N OF S CO LINE TO TH 113
360 Present AADT 395
2012 Year of Count 2016
1 Projection Factor 1
360 Projected Traffic 395
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SAP 54-638-06, 2007
SURFACED 2008, SAP 54-638-007
Comments SAP 54-638-06, 2007
SURFACED 2008, SAP 54-638-007
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 430267.41 / 60 * 25 * 1.1 $197,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 47.22 / 20 * 25 $124,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 16760.44 / 60 * 25 $6,984
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,206 + $124,661+ $6,984
$328,851
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-638-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2 Segment Length 2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 113 TO CSAH 37 Termini TH 113 TO CSAH 37
300 Present AADT 315
2012 Year of Count 2016
1 Projection Factor 1
300 Projected Traffic 315
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2 * 430267.41 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 47.22 / 20 * 25 $249,322
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 16760.44 / 60 * 25 $13,967
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $394,412 + $249,322+ $13,967
$657,701
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-638-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 37 TO 1.0 MI N Termini CSAH 37 TO 1.0 MI N
255 Present AADT 300
2012 Year of Count 2016
1 Projection Factor 1
255 Projected Traffic 300
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
93301 Structure Number 93301
4.58 Milepoint 4.58
1977 Year Built 1977
STREAM Feature Crossed STREAM
Type of Service
2 Number of Barrels 2
10 Culvert Width 10
7 Culvert Height 7
90 Culvert Length 90
102.9997591 Area of Waterway Opening 102.9997591
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
93302 Structure Number 93302
4.17 Milepoint 4.17
1977 Year Built 1977
MOCCASIN CREEK Feature Crossed MOCCASIN CREEK
Type of Service
2 Number of Barrels 2
10 Culvert Width 10
7 Culvert Height 7
76 Culvert Length 76
102.9997591 Area of Waterway Opening 102.9997591
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 * 430267.41 / 60 * 25 * 1.1 $197,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 47.22 / 20 * 25 $124,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 16760.44 / 60 * 25 $6,984
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
90 * 102.9997591 * 15.47 /100 * 25 * 1.15
$41,229
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
76 * 102.9997591 * 15.47 /100 * 25 * 1.15
$34,816
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $197,206 + $124,661+ $6,984 + $41,229 +$34,816
$404,896
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-638-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.0 MI N CSAH 37 TO CSAH 31 Termini 1.0 MI N CSAH 37 TO CSAH 31
255 Present AADT 300
2012 Year of Count 2016
1 Projection Factor 1
255 Projected Traffic 300
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 * 430267.41 / 60 * 25 * 1.1 $197,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 47.22 / 20 * 25 $124,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 16760.44 / 60 * 25 $6,984
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,206 + $124,661+ $6,984
$328,851
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-639-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.8 Segment Length 0.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
WEST COUNTY LINE TO WESTLIMITS PERLEY
Termini WEST COUNTY LINE TO WESTLIMITS PERLEY
440 Present AADT 475
2012 Year of Count 2016
1 Projection Factor 1
440 Projected Traffic 475
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 054-639-037, OVERLAYRECONDITIONING
Comments 2015 SAP 054-639-037, OVERLAYRECONDITIONING
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
54550 Structure Number 54550
Milepoint
2007 Year Built 2007
RED RIVER OF THE NORTH Feature Crossed RED RIVER OF THE NORTH
STREAM CROSSING Type of Service STREAM CROSSING
9 Number of Spans 9
420 Bridge Length 420
25.9 Bridge Width 25.9
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.8 * 430267.41 / 60 * 25 *1.1
$157,765
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.8 * 2112 * 47.22 / 20 * 25 $99,729
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.8 * 16760.44 / 60 * 25 $5,587
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
420 * 25.9 * 138 / 80 * 25 *1.15
$539,481
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $157,765 + $99,729 +$5,587 + $539,481
$802,562
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-639-020
Original Current
PERLEY Municipality PERLEY
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
WEST LIMITS TO EAST LIMITSPERLEY
Termini WEST LIMITS TO EAST LIMITSPERLEY
560 Present AADT 680
2012 Year of Count 2016
1 Projection Factor 1
560 Projected Traffic 680
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 054-639-037, OVERLAYRECONDITIONING
Comments 2015 SAP 054-639-037, OVERLAYRECONDITIONING
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
071452E USDOT Number 071452E
0.3 Located at Milepoint 0.3
1 Mainline Tracks 1
SIGNS ONLY Protection Type SIGNS ONLY
Last Year Protection Upgraded
38 Crossing Length 38
Last Year Surfaced
100% Percentage of Cost 100%
Comments
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 430267.41 / 60 * 25 *1.1
$98,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 47.22 / 20 * 25 $62,330
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 16760.44 / 60 * 25 $3,492
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
1500 / 25 * 25 $1,500
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
38 * 1350 / 25 * 25 $51,300
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $98,603 + $62,330 +$3,492 + $1,500 + $51,300
$217,225
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-639-040
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
E LIMS PERLEY TO 1.0 MI W OFCO RD 122
Termini E LIMS PERLEY TO 1.0 MI W OFCO RD 122
560 Present AADT 680
2012 Year of Count 2016
1 Projection Factor 1
560 Projected Traffic 680
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 054-639-037, OVERLAYRECONDITIONING
Comments 2015 SAP 054-639-037, OVERLAYRECONDITIONING
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
93726 Structure Number 93726
4.65 Milepoint 4.65
1985 Year Built 1985
STREAM Feature Crossed STREAM
Type of Service
2 Number of Barrels 2
14 Culvert Width 14
10 Culvert Height 10
85 Culvert Length 85
197.99978772 Area of Waterway Opening 197.99978772
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 430267.41 / 60 * 25 * 1.1 $788,824
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 47.22 / 20 * 25 $498,643
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 16760.44 / 60 * 25 $27,934
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
85 * 197.99978772 * 15.47 /100 * 25 * 1.15
$74,853
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $788,824 + $498,643+ $27,934 + $74,853
$1,390,254
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-639-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.0 MI W OF CO RD 122 TO CSAH12
Termini 1.0 MI W OF CO RD 122 TO CSAH12
560 Present AADT 680
2012 Year of Count 2016
1 Projection Factor 1
560 Projected Traffic 680
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 054-639-038, OVERLAYRECONDITIONING
Comments 2016: SAP 054-639-038, OVERLAYRECONDITIONING
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
54J01 Structure Number 54J01
5.42 Milepoint 5.42
1996 Year Built 1996
JUD DITCH # 56 Feature Crossed JUD DITCH # 56
Type of Service
3 Number of Barrels 3
10 Culvert Width 10
10 Culvert Height 10
72 Culvert Length 72
299.99958051 Area of Waterway Opening 299.99958051
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 * 430267.41 / 60 * 25 * 1.1 $591,618
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 47.22 / 20 * 25 $373,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 16760.44 / 60 * 25 $20,951
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
72 * 299.99958051 * 15.47 /100 * 25 * 1.15
$96,069
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $591,618 + $373,982+ $20,951 + $96,069
$1,082,620
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-639-061
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 12 TO CSAH 14 Termini CSAH 12 TO CSAH 14
640 Present AADT 710
2012 Year of Count 2016
1 Projection Factor 1
640 Projected Traffic 710
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 054-639-038, OVERLAYRECONDITIONING
Comments 2016: SAP 054-639-038, OVERLAYRECONDITIONING
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $197,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 47.22 / 20 * 25 $124,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 16760.44 / 60 * 25 $6,984
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,206 + $124,661+ $6,984
$328,851
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-639-070
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 14 TO 1.0 MI W CR 136 Termini CSAH 14 TO 1.0 MI W CR 136
640 Present AADT 710
2012 Year of Count 2016
1 Projection Factor 1
640 Projected Traffic 710
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 054-639-038, OVERLAYRECONDITIONING
Comments 2016: SAP 054-639-038, OVERLAYRECONDITIONING
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 47.22 / 20 * 25 $249,322
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 16760.44 / 60 * 25 $13,967
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $394,412 + $249,322+ $13,967
$657,701
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-639-071
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.0 MI W TO CR 136 Termini 1.0 MI W TO CR 136
640 Present AADT 710
2012 Year of Count 2016
1 Projection Factor 1
640 Projected Traffic 710
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 054-639-038, OVERLAYRECONDITIONING
Comments 2016: SAP 054-639-038, OVERLAYRECONDITIONING
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
3183 Structure Number 3183
Milepoint
Year Built
S BR WILD RICE RIVER Feature Crossed S BR WILD RICE RIVER
Type of Service
Number of Spans
48 Bridge Length 48
27.6 Bridge Width 27.6
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 430267.41 / 60 * 25 * 1.1 $197,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 47.22 / 20 * 25 $124,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 16760.44 / 60 * 25 $6,984
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
48 * 27.6 * 152 / 80 * 25 *1.15
$72,367
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $197,206 + $124,661+ $6,984 + $72,367
$401,218
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-639-080
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
CR 136 TO W LIM BORUP Termini CR 136 TO W LIM BORUP
890 Present AADT 890
2012 Year of Count 2016
1 Projection Factor 1
890 Projected Traffic 890
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 054-639-038, OVERLAYRECONDITIONING
Comments 2016: SAP 054-639-038, OVERLAYRECONDITIONING
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 *1.1
$493,015
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.5 * 2112 * 47.22 / 20 * 25 $311,652
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.5 * 16760.44 / 60 * 25 $17,459
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $493,015 + $311,652+ $17,459
$822,126
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-639-090
Original Current
BORUP Municipality BORUP
0.14 Segment Length 0.14
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W LIM BORUP TO O.36 MI W T.H. 9 Termini W LIM BORUP TO O.36 MI W T.H. 9
890 Present AADT 890
2012 Year of Count 2016
1 Projection Factor 1
890 Projected Traffic 890
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 054-639-038, OVERLAYRECONDITIONING
Comments 2016: SAP 054-639-038, OVERLAYRECONDITIONING
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 430267.41 / 60 * 25 *1.1
$27,609
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.14 * 2112 * 47.22 / 20 * 25 $17,453
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.14 * 16760.44 / 60 * 25 $978
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $27,609 + $17,453 +$978
$46,040
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-639-100
Original Current
BORUP Municipality BORUP
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
0.36 MI W TO TH 9 E LIM BORUP Termini 0.36 MI W TO TH 9 E LIM BORUP
890 Present AADT 890
2012 Year of Count 2016
1 Projection Factor 1
890 Projected Traffic 890
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 054-639-038, OVERLAYRECONDITIONING
THERE IS EXISTING STORMSEWER IN THIS SEGMENT THATHAS NOT BEEN REPORTED.
Comments 2016: SAP 054-639-038, OVERLAYRECONDITIONING
THERE IS EXISTING STORMSEWER IN THIS SEGMENT THATHAS NOT BEEN REPORTED.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 430267.41 / 60 * 25 *1.1
$70,994
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.36 * 2112 * 47.22 / 20 * 25 $44,878
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.36 * 16760.44 / 60 * 25 $2,514
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $70,994 + $44,878 +$2,514
$118,386
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-639-110
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
E LIMS BORUP TO CSAH 24 Termini E LIMS BORUP TO CSAH 24
720 Present AADT 720
2012 Year of Count 2016
1 Projection Factor 1
720 Projected Traffic 720
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 054-639-036, OVERLAYRECONDITIONING
Comments 2015 SAP 054-639-036, OVERLAYRECONDITIONING
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $591,618
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 47.22 / 20 * 25 $373,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 16760.44 / 60 * 25 $20,951
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $591,618 + $373,982+ $20,951
$986,551
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-639-120
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
CSAH 24 TO CSAH 28 Termini CSAH 24 TO CSAH 28
720 Present AADT 720
2012 Year of Count 2016
1 Projection Factor 1
720 Projected Traffic 720
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 054-639-036, OVERLAYRECONDITIONING
Comments 2015 SAP 054-639-036, OVERLAYRECONDITIONING
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
89735 Structure Number 89735
18.47 Milepoint 18.47
1932 Year Built 1932
CO DITCH # 16 Feature Crossed CO DITCH # 16
Type of Service
2 Number of Barrels 2
7 Culvert Width 7
5 Culvert Height 5
39 Culvert Length 39
69.99979448 Area of Waterway Opening 69.99979448
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.3 * 430267.41 / 60 * 25 *1.1
$650,779
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.3 * 2112 * 47.22 / 20 * 25 $411,381
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.3 * 16760.44 / 60 * 25 $23,046
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
39 * 69.99979448 * 15.47 /100 * 25 * 1.15
$12,142
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $650,779 + $411,381+ $23,046 + $12,142
$1,097,348
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-639-130
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 28 TO TH 32 Termini CSAH 28 TO TH 32
550 Present AADT 610
2012 Year of Count 2016
1 Projection Factor 1
550 Projected Traffic 610
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 054-639-036, OVERLAYRECONDITIONING
Comments 2015 SAP 054-639-036, OVERLAYRECONDITIONING
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $986,029
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5 * 2112 * 47.22 / 20 * 25 $623,304
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5 * 16760.44 / 60 * 25 $34,918
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $986,029 + $623,304+ $34,918
$1,644,251
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-640-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 113 TO CSAH 31 Termini TH 113 TO CSAH 31
35 Present AADT 35
2012 Year of Count 2016
1 Projection Factor 1
35 Projected Traffic 35
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 054-640-009 CULVERT54J27
Comments 2014 SAP 054-640-009 CULVERT54J27
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
54J27 Structure Number 54J27
1.4 Milepoint 1.4
2014 Year Built 2014
Trib to Moccasin Creek Feature Crossed Trib to Moccasin Creek
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
5 Culvert Height 5
38 Culvert Length 38
50 Area of Waterway Opening 50
100% Shared Structure 100%
2014 SAP 054-640-009 CULVERT54J27 (NO PREV STRUCTURE)
Comments 2014 SAP 054-640-009 CULVERT54J27 (NO PREV STRUCTURE)
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 215133.71 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 546 * 10.3 / 2 * 25 $281,190
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 0 / 60 * 25 $0
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
38 * 50 * 15.47 / 100 * 25 *1.15
$8,450
Total Segment Cost Construction +Preservation + ROW +Culvert
$394,412 + $281,190 + $0+ $8,450
$684,052
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-640-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.5 Segment Length 2.5
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 31 TO CSAH 29 Termini CSAH 31 TO CSAH 29
35 Present AADT 35
2012 Year of Count 2016
1 Projection Factor 1
35 Projected Traffic 35
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.5 * 215133.71 / 60 * 25 *1.1
$246,507
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.5 * 546 * 10.3 / 2 * 25 $175,744
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.5 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$246,507 + $175,744 + $0 $422,251
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-640-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 29 TO 0.50 MI N Termini CSAH 29 TO 0.50 MI N
150 Present AADT 120
2012 Year of Count 2016
1.2 Projection Factor 1
150 Projected Traffic 120
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
92478 Structure Number 92478
6.55 Milepoint 6.55
1966 Year Built 1966
SPRING CREEK Feature Crossed SPRING CREEK
Type of Service
1 Number of Barrels 1
12 Culvert Width 12
8 Culvert Height 8
55 Culvert Length 55
81.00050028 Area of Waterway Opening 81.00050028
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 430267.41 / 60 * 25 *1.1
$98,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 47.22 / 20 * 25 $62,330
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 16760.44 / 60 * 25 $3,492
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
55 * 81.00050028 * 15.47 /100 * 25 * 1.15
$19,814
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $98,603 + $62,330 +$3,492 + $19,814
$184,239
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-640-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.1 Segment Length 2.1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.50 MI N CSAH 29 TO 1.0 MI S TH200
Termini 0.50 MI N CSAH 29 TO 1.0 MI S TH200
150 Present AADT 120
2012 Year of Count 2016
1.2 Projection Factor 1
150 Projected Traffic 120
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
Bridge Information Status: Original
Original Current
54539 Structure Number 54539
7.63 Milepoint 7.63
1991 Year Built 1991
WILD RICE RIVER Feature Crossed WILD RICE RIVER
Type of Service
Number of Spans
171.6 Bridge Length 171.6
35.3 Bridge Width 35.3
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.1 * 430267.41 / 60 * 25 *1.1
$414,132
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.1 * 2112 * 47.22 / 20 * 25 $261,788
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.1 * 16760.44 / 60 * 25 $14,665
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
171.6 * 35.3 * 138 / 80 * 25* 1.15
$300,413
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $414,132 + $261,788+ $14,665 + $300,413
$990,998
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-640-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.0 MI S OF TH 200 TO TH 200 Termini 1.0 MI S OF TH 200 TO TH 200
150 Present AADT 120
2012 Year of Count 2016
1.2 Projection Factor 1
150 Projected Traffic 120
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
92738 Structure Number 92738
10.3 Milepoint 10.3
1971 Year Built 1971
MARSH CREEK Feature Crossed MARSH CREEK
Type of Service
2 Number of Barrels 2
14 Culvert Width 14
10 Culvert Height 10
104 Culvert Length 104
197.99978772 Area of Waterway Opening 197.99978772
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 430267.41 / 60 * 25 * 1.1 $197,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 47.22 / 20 * 25 $124,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 16760.44 / 60 * 25 $6,984
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
104 * 197.99978772 * 15.47/ 100 * 25 * 1.15
$91,585
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $197,206 + $124,661+ $6,984 + $91,585
$420,436
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-641-010
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 29 TO TH 200 Termini CSAH 29 TO TH 200
156 Present AADT 60
2012 Year of Count 2016
2.6 Projection Factor 1
156 Projected Traffic 60
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3 * 430267.41 / 60 * 25 * 1.1 $591,618
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 47.22 / 20 * 25 $373,982
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 16760.44 / 60 * 25 $20,951
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $591,618 + $373,982+ $20,951
$986,551
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-642-010
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
1.0 MI NO CSAH 19 TO CO RD 133 Termini 1.0 MI NO CSAH 19 TO CO RD 133
40 Present AADT 40
2012 Year of Count 2016
1 Projection Factor 1
40 Projected Traffic 40
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2 * 215133.71 / 60 * 25 * 1.1 $197,206
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
$197,206 + $140,595 + $0 $337,801
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-642-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2 Segment Length 2
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CR 133 TO CSAH 9 Termini CR 133 TO CSAH 9
40 Present AADT 40
2012 Year of Count 2016
1 Projection Factor 1
40 Projected Traffic 40
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
1977 Latest Year SA funds 1977
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2 * 215133.71 / 60 * 25 * 1.1 $197,206
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
$197,206 + $140,595 + $0 $337,801
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-642-030
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 9 TO 2 MI N OF CSAH 9 Termini CSAH 9 TO 2 MI N OF CSAH 9
154 Present AADT 205
2012 Year of Count 2016
1.1 Projection Factor 1
154 Projected Traffic 205
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 054-642-003, OVERLAYRECONDITIONING
NEW SEGMENT IN 2008
Comments 2016: SAP 054-642-003, OVERLAYRECONDITIONING
NEW SEGMENT IN 2008
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
89595 Structure Number 89595
5.582 Milepoint 5.582
1959 Year Built 1959
SAND HILL RIVER Feature Crossed SAND HILL RIVER
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Spans 2
43.3 Bridge Length 43.3
25.9 Bridge Width 25.9
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2 * 430267.41 / 60 * 25 * 1.1 $394,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 47.22 / 20 * 25 $249,322
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 16760.44 / 60 * 25 $13,967
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
43.3 * 25.9 * 152 / 80 * 25 *1.15
$61,260
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $394,412 + $249,322+ $13,967 + $61,260
$718,961
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-642-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
2 MI N OF CSAH 9 TO CASH NO 1 Termini 2 MI N OF CSAH 9 TO CASH NO 1
140 Present AADT 205
2012 Year of Count 2016
1 Projection Factor 1
140 Projected Traffic 205
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
NEW SEGMENT IN 2008 Comments NEW SEGMENT IN 2008
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $197,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 47.22 / 20 * 25 $124,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 16760.44 / 60 * 25 $6,984
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,206 + $124,661+ $6,984
$328,851
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-643-005
Original Current
ADA Municipality ADA
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
2ND AVE TO 4TH AVE ON 2ND ST Termini 2ND AVE TO 4TH AVE ON 2ND ST
890 Present AADT 890
2012 Year of Count 2016
1 Projection Factor 1
890 Projected Traffic 890
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
0.13 * 2442243.38 / 60 * 25* 1.15
$152,131
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.13 * 2904 * 47.22 / 15 * 25 $29,711
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.13 * 119374.32 / 60 * 25 $6,466
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $152,131 + $29,711 +$6,466
$188,308
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-643-010
Original Current
ADA Municipality ADA
0.07 Segment Length 0.07
PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E SIDE 2 ND TO W SIDE MAIN Termini E SIDE 2 ND TO W SIDE MAIN
890 Present AADT 890
2012 Year of Count 2016
1 Projection Factor 1
890 Projected Traffic 890
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
0.07 * 2442243.38 / 60 * 25* 1.15
$81,917
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2904 * 47.22 / 15 * 25 $15,998
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 119374.32 / 60 * 25 $3,482
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $81,917 + $15,998 +$3,482
$101,397
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-643-020
Original Current
ADA Municipality ADA
0.08 Segment Length 0.08
PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E SIDE MAIN ST TO TH 9 Termini E SIDE MAIN ST TO TH 9
890 Present AADT 890
2012 Year of Count 2016
1 Projection Factor 1
890 Projected Traffic 890
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
0.08 * 2442243.38 / 60 * 25* 1.15
$93,619
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.08 * 2904 * 47.22 / 15 * 25 $18,284
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.08 * 119374.32 / 60 * 25 $3,979
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $93,619 + $18,284 +$3,979
$115,882
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-643-030
Original Current
ADA Municipality ADA
0.09 Segment Length 0.09
PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 9 TO E SIDE N FIRST ST Termini TH 9 TO E SIDE N FIRST ST
1550 Present AADT 1350
2012 Year of Count 2016
1 Projection Factor 1
1550 Projected Traffic 1350
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
0.09 * 2442243.38 / 60 * 25* 1.15
$105,322
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.09 * 2904 * 47.22 / 15 * 25 $20,569
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.09 * 119374.32 / 60 * 25 $4,477
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $105,322 + $20,569 +$4,477
$130,368
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-643-040
Original Current
ADA Municipality ADA
0.13 Segment Length 0.13
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
E SIDE 1ST TO E SIDE 3RD ST ADA Termini E SIDE 1ST TO E SIDE 3RD ST ADA
1550 Present AADT 1350
2012 Year of Count 2016
1 Projection Factor 1
1550 Projected Traffic 1350
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 SIDEWALK OVERLAY, SAP54-643-005.
Comments 2009 SIDEWALK OVERLAY, SAP54-643-005.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 2442243.38 / 60 * 25* 1.15
$152,131
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.13 * 2904 * 47.22 / 15 * 25 $29,711
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.13 * 119374.32 / 60 * 25 $6,466
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $152,131 + $29,711 +$6,466
$188,308
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-643-050
Original Current
ADA Municipality ADA
0.07 Segment Length 0.07
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
E SIDE 3RD TO E SIDE 4TH STADA
Termini E SIDE 3RD TO E SIDE 4TH STADA
770 Present AADT 1000
2012 Year of Count 2016
1 Projection Factor 1
770 Projected Traffic 1000
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 SIDEWALK OVERLAY, SAP54-643-005.
Comments 2009 SIDEWALK OVERLAY, SAP54-643-005.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 2442243.38 / 60 * 25* 1.15
$81,917
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2904 * 47.22 / 15 * 25 $15,998
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 119374.32 / 60 * 25 $3,482
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $81,917 + $15,998 +$3,482
$101,397
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-643-060
Original Current
ADA Municipality ADA
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
ON 4TH ST E FROM E 4TH AVE NTO THORPE AVE-TH 200
Termini ON 4TH ST E FROM E 4TH AVE NTO THORPE AVE-TH 200
1050 Present AADT 1000
2012 Year of Count 2016
1 Projection Factor 1
1050 Projected Traffic 1000
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 SIDEWALK OVERLAY, SAP54-643-005.
Comments 2009 SIDEWALK OVERLAY, SAP54-643-005.
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 2442243.38 / 60 * 25* 1.15
$362,775
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.31 * 2904 * 47.22 / 15 * 25 $70,849
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.31 * 119374.32 / 60 * 25 $15,419
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $362,775 + $70,849 +$15,419
$449,043
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-645-010
Original Current
GARY Municipality GARY
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
ON 2ND, MAIN, AND 1ST - THORPETO THORPE
Termini ON 2ND, MAIN, AND 1ST - THORPETO THORPE
310 Present AADT 290
2012 Year of Count 2016
1 Projection Factor 1
310 Projected Traffic 290
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 054-645-002, OVERLAYRECONDITIONING
Comments 2016: SAP 054-645-002, OVERLAYRECONDITIONING
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 2442243.38 / 60 * 25 *1.15
$234,048
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2904 * 47.22 / 15 * 25 $45,709
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 119374.32 / 60 * 25 $9,948
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $234,048 + $45,709 +$9,948
$289,705
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-646-002
Original Current
HENDRUM Municipality HENDRUM
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
CSAH 25 TO THE NORTH SIDE OFMAIN ( W. OF TH 75 )
Termini CSAH 25 TO THE NORTH SIDE OFMAIN ( W. OF TH 75 )
215 Present AADT 140
2012 Year of Count 2016
1 Projection Factor 1
215 Projected Traffic 140
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.13 * 2442243.38 / 60 * 25* 1.15
$152,131
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.13 * 2904 * 47.22 / 15 * 25 $29,711
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.13 * 119374.32 / 60 * 25 $6,466
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $152,131 + $29,711 +$6,466
$188,308
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-646-005
Original Current
HENDRUM Municipality HENDRUM
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
WEST SIDE OF QUNICY TO TH 75 Termini WEST SIDE OF QUNICY TO TH 75
215 Present AADT 140
2012 Year of Count 2016
1 Projection Factor 1
215 Projected Traffic 140
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
LTV STEEL MINING RailRoad Name LTV STEEL MINING
071461D USDOT Number 071461D
0.07 Located at Milepoint 0.07
1 Mainline Tracks 1
SIGNS ONLY Protection Type SIGNS ONLY
Last Year Protection Upgraded
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
0.13 * 2442243.38 / 60 * 25* 1.15
$152,131
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.13 * 2904 * 47.22 / 15 * 25 $29,711
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.13 * 119374.32 / 60 * 25 $6,466
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
1500 / 25 * 25 $1,500
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 + $152,131 + $29,711 +$6,466 + $1,500 + $64,800
$254,608
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-646-010
Original Current
HENDRUM Municipality HENDRUM
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 75 TO E SIDE HERBERTHENDRUM
Termini TH 75 TO E SIDE HERBERTHENDRUM
260 Present AADT 240
2012 Year of Count 2016
1 Projection Factor 1
260 Projected Traffic 240
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
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
0.07 * 2442243.38 / 60 * 25* 1.15
$81,917
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2904 * 47.22 / 15 * 25 $15,998
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 119374.32 / 60 * 25 $3,482
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $81,917 + $15,998 +$3,482
$101,397
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-646-020
Original Current
HENDRUM Municipality HENDRUM
0.2 Segment Length 0.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E SIDE HERBERT TO RICE ST &ON RICE ST TO CSAH 25
Termini E SIDE HERBERT TO RICE ST &ON RICE ST TO CSAH 25
200 Present AADT 220
2012 Year of Count 2016
1 Projection Factor 1
200 Projected Traffic 220
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
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
0.2 * 2442243.38 / 60 * 25 *1.15
$234,048
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2904 * 47.22 / 15 * 25 $45,709
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 119374.32 / 60 * 25 $9,948
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $234,048 + $45,709 +$9,948
$289,705
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-647-010
Original Current
PERLEY Municipality PERLEY
0.14 Segment Length 0.14
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
S SIDE 3RD TO CSAH 39 PERLEY Termini S SIDE 3RD TO CSAH 39 PERLEY
95 Present AADT 90
2012 Year of Count 2016
1 Projection Factor 1
95 Projected Traffic 90
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
0.14 * 2442243.38 / 60 * 25* 1.15
$163,834
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.14 * 2904 * 47.22 / 15 * 25 $31,996
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.14 * 119374.32 / 60 * 25 $6,964
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $163,834 + $31,996 +$6,964
$202,794
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-647-020
Original Current
PERLEY Municipality PERLEY
0.13 Segment Length 0.13
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
3RD ST TO TH 75 Termini 3RD ST TO TH 75
165 Present AADT 125
2012 Year of Count 2016
1 Projection Factor 1
165 Projected Traffic 125
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
0.13 * 430267.41 / 60 * 25 *1.1
$25,637
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.13 * 2112 * 47.22 / 20 * 25 $16,206
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.13 * 16760.44 / 60 * 25 $908
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $25,637 + $16,206 +$908
$42,751
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-648-005
Original Current
SHELLY Municipality SHELLY
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
CSAH 3 TO SOUTH SIDE OFMCKINLEY AVE
Termini CSAH 3 TO SOUTH SIDE OFMCKINLEY AVE
250 Present AADT 270
2012 Year of Count 2016
1 Projection Factor 1
250 Projected Traffic 270
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
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
Segment CostInformation
Computation Factor Computation 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 * 2442243.38 / 60 * 25* 1.15
$245,751
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.21 * 2904 * 47.22 / 15 * 25 $47,994
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.21 * 119374.32 / 60 * 25 $10,445
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $245,751 + $47,994 +$10,445
$304,190
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-648-010
Original Current
SHELLY Municipality SHELLY
0.19 Segment Length 0.19
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
W SIDE JOHNSON TO TH 75SHELLY
Termini W SIDE JOHNSON TO TH 75SHELLY
250 Present AADT 270
2012 Year of Count 2016
1 Projection Factor 1
250 Projected Traffic 270
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 SIDEWALK OVERLAY, SAP54-648-003.
Comments 2009 SIDEWALK OVERLAY, SAP54-648-003.
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
071494R USDOT Number 071494R
0.13 Located at Milepoint 0.13
1 Mainline Tracks 1
SIGNS ONLY Protection Type SIGNS ONLY
Last Year Protection Upgraded
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
0.19 * 2442243.38 / 60 * 25* 1.15
$222,346
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.19 * 2904 * 47.22 / 15 * 25 $43,424
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.19 * 119374.32 / 60 * 25 $9,450
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
1500 / 25 * 25 $1,500
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 + $222,346 + $43,424 +$9,450 + $1,500 + $64,800
$341,520
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-649-001
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH NO 27 TO CR 158 Termini CSAH NO 27 TO CR 158
375 Present AADT 330
2012 Year of Count 2016
1 Projection Factor 1
375 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 054-649-005 PHASE2PAVING RECONST2013 SAP 054-649-004 PHASE1RECONST
NEW SEGMENT IN 2008
Comments 2015 SAP 054-649-005 PHASE2PAVING RECONST2013 SAP 054-649-004 PHASE1RECONST
NEW SEGMENT IN 2008
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 430267.41 / 60 * 25 *1.1
$98,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 47.22 / 20 * 25 $62,330
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 16760.44 / 60 * 25 $3,492
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $98,603 + $62,330 +$3,492
$164,425
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-649-002
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CR 158 TO W LIMS TWIN VALLEY Termini CR 158 TO W LIMS TWIN VALLEY
375 Present AADT 330
2012 Year of Count 2016
1 Projection Factor 1
375 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 054-649-005 PHASE2PAVING RECONST2013 SAP 054-649-004 PHASE1RECONST
Comments 2015 SAP 054-649-005 PHASE2PAVING RECONST2013 SAP 054-649-004 PHASE1RECONST
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 430267.41 / 60 * 25 *1.1
$98,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 47.22 / 20 * 25 $62,330
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 16760.44 / 60 * 25 $3,492
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $98,603 + $62,330 +$3,492
$164,425
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-649-005
Original Current
TWIN VALLEY Municipality TWIN VALLEY
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W LIMS TWIN VALLEY TO 3RD ST.WEST
Termini W LIMS TWIN VALLEY TO 3RD ST.WEST
375 Present AADT 330
2012 Year of Count 2016
1 Projection Factor 1
375 Projected Traffic 330
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SURFACED 2008, SAP 54-649-003 Comments SURFACED 2008, SAP 54-649-003
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 430267.41 / 60 * 25 *1.1
$59,162
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 47.22 / 20 * 25 $37,398
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 16760.44 / 60 * 25 $2,095
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $59,162 + $37,398 +$2,095
$98,655
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-649-010
Original Current
TWIN VALLEY Municipality TWIN VALLEY
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
3RD ST TO 2ND ST Termini 3RD ST TO 2ND ST
820 Present AADT 630
2012 Year of Count 2016
1 Projection Factor 1
820 Projected Traffic 630
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SURFACED 2008, SAP 54-649-003 Comments SURFACED 2008, SAP 54-649-003
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.11 * 2442243.38 / 60 * 25* 1.15
$128,727
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.11 * 2904 * 47.22 / 15 * 25 $25,140
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.11 * 119374.32 / 60 * 25 $5,471
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $128,727 + $25,140 +$5,471
$159,338
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-649-011
Original Current
TWIN VALLEY Municipality TWIN VALLEY
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
2ND ST TO TH 32 Termini 2ND ST TO TH 32
820 Present AADT 630
2012 Year of Count 2016
1 Projection Factor 1
820 Projected Traffic 630
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SURFACED 2008, SAP 54-649-003 Comments SURFACED 2008, SAP 54-649-003
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.06 * 2442243.38 / 60 * 25* 1.15
$70,214
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.06 * 2904 * 47.22 / 15 * 25 $13,713
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.06 * 119374.32 / 60 * 25 $2,984
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $70,214 + $13,713 +$2,984
$86,911
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-650-010
Original Current
HALSTAD Municipality HALSTAD
0.05 Segment Length 0.05
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 75 TO E SIDE 1ST AVE Termini TH 75 TO E SIDE 1ST AVE
410 Present AADT 410
2012 Year of Count 2016
1 Projection Factor 1
410 Projected Traffic 410
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1965 Latest Year SA funds 1965
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.05 * 2442243.38 / 60 * 25* 1.15
$58,512
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.05 * 2904 * 47.22 / 15 * 25 $11,427
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.05 * 119374.32 / 60 * 25 $2,487
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $58,512 + $11,427 +$2,487
$72,426
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-650-020
Original Current
HALSTAD Municipality HALSTAD
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
EAST SIDE 1ST AVE TO CSAH 51 Termini EAST SIDE 1ST AVE TO CSAH 51
410 Present AADT 410
2012 Year of Count 2016
1 Projection Factor 1
410 Projected Traffic 410
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1965 Latest Year SA funds 1965
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 2442243.38 / 60 * 25* 1.15
$245,751
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.21 * 2904 * 47.22 / 15 * 25 $47,994
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.21 * 119374.32 / 60 * 25 $10,445
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $245,751 + $47,994 +$10,445
$304,190
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-651-005
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.5 Segment Length 1.5
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 75 TO WEST LIM HALSTAD Termini TH 75 TO WEST LIM HALSTAD
65 Present AADT 295
2012 Year of Count 2016
1 Projection Factor 1
65 Projected Traffic 295
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
NEW IN 2009 Comments NEW IN 2009
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 *1.1
$295,809
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.5 * 2112 * 47.22 / 20 * 25 $186,991
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.5 * 16760.44 / 60 * 25 $10,475
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $295,809 + $186,991+ $10,475
$493,275
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-651-010
Original Current
HALSTAD Municipality HALSTAD
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
W LIM HALSTAD TO 0.07 MI E Termini W LIM HALSTAD TO 0.07 MI E
145 Present AADT 145
2012 Year of Count 2016
1 Projection Factor 1
145 Projected Traffic 145
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1971 Latest Year SA funds 1971
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.07 * 2442243.38 / 60 * 25* 1.15
$81,917
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2904 * 47.22 / 15 * 25 $15,998
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 119374.32 / 60 * 25 $3,482
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $81,917 + $15,998 +$3,482
$101,397
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-651-015
Original Current
HALSTAD Municipality HALSTAD
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
0.07 MI E OF W LIM HALSTAD TOTH 75
Termini 0.07 MI E OF W LIM HALSTAD TOTH 75
340 Present AADT 400
2012 Year of Count 2016
1 Projection Factor 1
340 Projected Traffic 400
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
071480H USDOT Number 071480H
0.16 Located at Milepoint 0.16
1 Mainline Tracks 1
SIGNS ONLY Protection Type SIGNS ONLY
Last Year Protection Upgraded
40 Crossing Length 40
Last Year Surfaced
100% Percentage of Cost 100%
Comments
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.21 * 2442243.38 / 60 * 25* 1.15
$245,751
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.21 * 2904 * 47.22 / 15 * 25 $47,994
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.21 * 119374.32 / 60 * 25 $10,445
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
1500 / 25 * 25 $1,500
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
40 * 1350 / 25 * 25 $54,000
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $245,751 + $47,994 +$10,445 + $1,500 + $54,000
$359,690
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-651-020
Original Current
HALSTAD Municipality HALSTAD
0.32 Segment Length 0.32
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 75 TO E LIM HALSTAD Termini TH 75 TO E LIM HALSTAD
430 Present AADT 400
2012 Year of Count 2016
1 Projection Factor 1
430 Projected Traffic 400
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2012 SAP 054-651-004 M&OL Comments 2012 SAP 054-651-004 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.32 * 2442243.38 / 60 * 25* 1.15
$374,477
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.32 * 2904 * 47.22 / 15 * 25 $73,134
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.32 * 119374.32 / 60 * 25 $15,917
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $374,477 + $73,134 +$15,917
$463,528
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-651-030
Original Current
HALSTAD Municipality HALSTAD
0.25 Segment Length 0.25
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIM HALSTAD TO CR 147 Termini E LIM HALSTAD TO CR 147
430 Present AADT 400
2012 Year of Count 2016
1 Projection Factor 1
430 Projected Traffic 400
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2012 SAP 054-651-004 M&OL
NEW SEGMENT IN 2008
Comments 2012 SAP 054-651-004 M&OL
NEW SEGMENT IN 2008
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.25 * 2442243.38 / 60 * 25* 1.15
$292,560
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.25 * 2904 * 47.22 / 15 * 25 $57,136
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.25 * 119374.32 / 60 * 25 $12,435
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $292,560 + $57,136 +$12,435
$362,131
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-651-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CR 147 TO CSAH NO 19 Termini CR 147 TO CSAH NO 19
153 Present AADT 90
2012 Year of Count 2016
1.7 Projection Factor 1
153 Projected Traffic 90
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
NEW SEGMENT IN 2008 Comments NEW SEGMENT IN 2008
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 430267.41 / 60 * 25 *1.1
$98,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 47.22 / 20 * 25 $62,330
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 16760.44 / 60 * 25 $3,492
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $98,603 + $62,330 +$3,492
$164,425
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-652-010
Original Current
ADA Municipality ADA
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
THORPE AVE-TH 200 TO WSECOND AVE N & SECOND ST
Termini THORPE AVE-TH 200 TO WSECOND AVE N & SECOND ST
690 Present AADT 690
2012 Year of Count 2016
1 Projection Factor 1
690 Projected Traffic 690
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
0.08 * 2442243.38 / 60 * 25* 1.15
$93,619
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.08 * 2904 * 47.22 / 15 * 25 $18,284
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.08 * 119374.32 / 60 * 25 $3,979
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $93,619 + $18,284 +$3,979
$115,882
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-652-020
Original Current
ADA Municipality ADA
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
2ND ST W & 2ND AVE TO W MAINST N
Termini 2ND ST W & 2ND AVE TO W MAINST N
760 Present AADT 760
2012 Year of Count 2016
1 Projection Factor 1
760 Projected Traffic 760
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1977 Latest Year SA funds 1977
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 2442243.38 / 60 * 25* 1.15
$70,214
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.06 * 2904 * 47.22 / 15 * 25 $13,713
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.06 * 119374.32 / 60 * 25 $2,984
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $70,214 + $13,713 +$2,984
$86,911
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-652-030
Original Current
ADA Municipality ADA
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
W MAIN ST N TO TH 9 Termini W MAIN ST N TO TH 9
760 Present AADT 760
2012 Year of Count 2016
1 Projection Factor 1
760 Projected Traffic 760
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1977 Latest Year SA funds 1977
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 2442243.38 / 60 * 25* 1.15
$70,214
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.06 * 2904 * 47.22 / 15 * 25 $13,713
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.06 * 119374.32 / 60 * 25 $2,984
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $70,214 + $13,713 +$2,984
$86,911
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-652-040
Original Current
ADA Municipality ADA
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
TH 9 TO CSAH 43 Termini TH 9 TO CSAH 43
490 Present AADT 490
2012 Year of Count 2016
1 Projection Factor 1
490 Projected Traffic 490
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1977 Latest Year SA funds 1977
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 2442243.38 / 60 * 25* 1.15
$339,370
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.29 * 2904 * 47.22 / 15 * 25 $66,278
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.29 * 119374.32 / 60 * 25 $14,424
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $339,370 + $66,278 +$14,424
$420,072
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-653-010
Original Current
ADA Municipality ADA
0.3 Segment Length 0.3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
THORPE AVE - TH 200 TO FIFTHAVE W
Termini THORPE AVE - TH 200 TO FIFTHAVE W
1300 Present AADT 1050
2012 Year of Count 2016
1 Projection Factor 1
1300 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
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 430267.41 / 60 * 25 *1.1
$59,162
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 47.22 / 20 * 25 $37,398
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 16760.44 / 60 * 25 $2,095
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $59,162 + $37,398 +$2,095
$98,655
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-653-020
Original Current
ADA Municipality ADA
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
FIFTH AVE W TO EAST MAIN - TH 9 Termini FIFTH AVE W TO EAST MAIN - TH 9
680 Present AADT 680
2012 Year of Count 2016
1 Projection Factor 1
680 Projected Traffic 680
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.07 * 430267.41 / 60 * 25 *1.1
$13,804
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.07 * 2112 * 47.22 / 20 * 25 $8,726
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.07 * 16760.44 / 60 * 25 $489
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $13,804 + $8,726 +$489
$23,019
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-654-010
Original Current
ADA Municipality ADA
0.24 Segment Length 0.24
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
9TH ST W - TH 200 TO W.FOURTH AV S.
Termini 9TH ST W - TH 200 TO W.FOURTH AV S.
35 Present AADT 35
2012 Year of Count 2016
1 Projection Factor 1
35 Projected Traffic 35
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
AGG BASE CONSTRUCTED SAP54-654-01 IN 2004. NO BIT ORSURF
Comments AGG BASE CONSTRUCTED SAP54-654-01 IN 2004. NO BIT ORSURF
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.24 * 215133.71 / 60 * 25 *1.1
$23,665
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.24 * 546 * 10.3 / 2 * 25 $16,871
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.24 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$23,665 + $16,871 + $0 $40,536
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-654-020
Original Current
ADA Municipality ADA
0.04 Segment Length 0.04
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W. 4TH AV S - 9TH ST W. TO10TH ST W.
Termini W. 4TH AV S - 9TH ST W. TO10TH ST W.
35 Present AADT 35
0 Year of Count 2016
1 Projection Factor 1
35 Projected Traffic 35
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
NEW STREET INTO INDUSTRIALPARKWILL BE CONSTRUCTED SAP 54-654-01
2007 SURFACED, SAP 54-654-002
Comments NEW STREET INTO INDUSTRIALPARKWILL BE CONSTRUCTED SAP 54-654-01
2007 SURFACED, SAP 54-654-002
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.04 * 2442243.38 / 60 * 25* 1.15
$46,810
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.04 * 2904 * 47.22 / 15 * 25 $9,142
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.04 * 119374.32 / 60 * 25 $1,990
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $46,810 + $9,142 +$1,990
$57,942
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-654-030
Original Current
ADA Municipality ADA
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
10TH ST W - W 4TH AVE S TO W1ST AVE S
Termini 10TH ST W - W 4TH AVE S TO W1ST AVE S
35 Present AADT 35
0 Year of Count 2016
1 Projection Factor 1
35 Projected Traffic 35
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
NEW STREET INTO INDUSTRIALPARKWILL BE SONSTRUCTED SAP 54-654-01
2007 SURFACED, SAP 54-654-002
Comments NEW STREET INTO INDUSTRIALPARKWILL BE SONSTRUCTED SAP 54-654-01
2007 SURFACED, SAP 54-654-002
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.23 * 2442243.38 / 60 * 25* 1.15
$269,156
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.23 * 2904 * 47.22 / 15 * 25 $52,565
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.23 * 119374.32 / 60 * 25 $11,440
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $269,156 + $52,565 +$11,440
$333,161
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-654-040
Original Current
ADA Municipality ADA
0.08 Segment Length 0.08
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W. 1ST AV S - 10TH ST W. TO9TH ST W.
Termini W. 1ST AV S - 10TH ST W. TO9TH ST W.
35 Present AADT 35
2012 Year of Count 2016
1 Projection Factor 1
35 Projected Traffic 35
RURAL Design Type RURAL
1 - RURAL : 0 - 149 Design Group 1 ( RURAL : 0 - 149 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
NEW STREET INTO INDUSTRIALPARK
Comments NEW STREET INTO INDUSTRIALPARK
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.08 * 215133.71 / 60 * 25 *1.1
$7,888
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.08 * 546 * 10.3 / 2 * 25 $5,624
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.08 * 0 / 60 * 25 $0
Total Segment Cost Construction +Preservation + ROW
$7,888 + $5,624 + $0 $13,512
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : NORMAN Segment Nbr : 054-663-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.8 Segment Length 3.8
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 9 TO CSAH NO 24 Termini TH 9 TO CSAH NO 24
220 Present AADT 205
2012 Year of Count 2016
1 Projection Factor 1
220 Projected Traffic 205
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 054-663-001 M&OL
NEW SEGMENT IN 2008
Comments 2016 SAP 054-663-001 M&OL
NEW SEGMENT IN 2008
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
93325 Structure Number 93325
2.534 Milepoint 2.534
1978 Year Built 1978
STREAM Feature Crossed STREAM
Type of Service
2 Number of Barrels 2
12 Culvert Width 12
8 Culvert Height 8
44 Culvert Length 44
131.99985848 Area of Waterway Opening 131.99985848
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.8 * 430267.41 / 60 * 25 *1.1
$749,382
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.8 * 2112 * 47.22 / 20 * 25 $473,711
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.8 * 16760.44 / 60 * 25 $26,537
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
44 * 131.99985848 * 15.47 /100 * 25 * 1.15
$25,832
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $749,382 + $473,711+ $26,537 + $25,832
$1,275,462
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-664-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.3 Segment Length 0.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 200 TO S CITY LIM Termini TH 200 TO S CITY LIM
435 Present AADT 435
2012 Year of Count 2016
1 Projection Factor 1
435 Projected Traffic 435
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
NEW SEGMENT IN 2008 Comments NEW SEGMENT IN 2008
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 430267.41 / 60 * 25 *1.1
$59,162
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 47.22 / 20 * 25 $37,398
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 16760.44 / 60 * 25 $2,095
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $59,162 + $37,398 +$2,095
$98,655
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-664-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.7 Segment Length 3.7
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S CITY LIM TO 1 MI N CSAH 33 Termini S CITY LIM TO 1 MI N CSAH 33
435 Present AADT 435
2012 Year of Count 2016
1 Projection Factor 1
435 Projected Traffic 435
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
NEW SEGMENT IN 2008 Comments NEW SEGMENT IN 2008
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
54510 Structure Number 54510
2.405 Milepoint 2.405
1972 Year Built 1972
WILD RICE RIVER Feature Crossed WILD RICE RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
144.5 Bridge Length 144.5
31.5 Bridge Width 31.5
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
54J08 Structure Number 54J08
1 Milepoint 1
1998 Year Built 1998
stream Feature Crossed stream
Type of Service
2 Number of Barrels 2
8.5 Culvert Width 8.5
5.17 Culvert Height 5.17
64 Culvert Length 64
69.2 Area of Waterway Opening 69.2
100% Shared Structure 100%
STRUCTURE ADD REQUESTFROM TOM K, 10.2014
Comments STRUCTURE ADD REQUESTFROM TOM K, 10.2014
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.7 * 430267.41 / 60 * 25 *1.1
$729,662
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.7 * 2112 * 47.22 / 20 * 25 $461,245
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.7 * 16760.44 / 60 * 25 $25,839
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
144.5 * 31.5 * 152 / 80 * 25* 1.15
$248,639
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
64 * 69.2 * 15.47 / 100 * 25* 1.15
$19,698
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $729,662 + $461,245+ $25,839 + $248,639 +$19,698
$1,485,083
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : NORMAN Segment Nbr : 054-664-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
AGGREGATE SURF Existing Surface Type AGGREGATE SURF
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1 MI N CSAH 33 TO CSAH 33 Termini 1 MI N CSAH 33 TO CSAH 33
210 Present AADT 210
2012 Year of Count 2016
1 Projection Factor 1
210 Projected Traffic 210
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
NEW SEGMENT IN 2008 Comments NEW SEGMENT IN 2008
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 430267.41 / 60 * 25 * 1.1 $197,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 47.22 / 20 * 25 $124,661
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 16760.44 / 60 * 25 $6,984
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,206 + $124,661+ $6,984
$328,851
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : New
County Name : NORMAN Segment Nbr : 054-665-001
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.4 Segment Length 1.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 32 TO CSAH 29 Termini TH 32 TO CSAH 29
160 Present AADT 165
2012 Year of Count 2016
1 Projection Factor 1
160 Projected Traffic 165
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
2016: NEW SEGMENT ROADDESIGNATION VIACOMMISSIONER ORDER NO95746. PRIOR SEGMENT WASCSAH 27.PLAN SAP 54-627-06
Comments 2016: NEW SEGMENT ROADDESIGNATION VIACOMMISSIONER ORDER NO95746. PRIOR SEGMENT WASCSAH 27.PLAN SAP 54-627-06
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.4 * 430267.41 / 60 * 25 *1.1
$276,088
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.4 * 2112 * 47.22 / 20 * 25 $174,525
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.4 * 16760.44 / 60 * 25 $9,777
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $276,088 + $174,525+ $9,777
$460,390