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SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-602-010
Original Current
RICE LAKE Municipality RICE LAKE
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 34 Termini CSAH 4 TO CSAH 34
726 Present AADT 726
2015 Year of Count 2015
1.1 Projection Factor 1.1
726 Projected Traffic 726
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 * 697640.5 / 60 * 25 * 1.1 $639,504
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 48.31 / 20 * 25 $255,077
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 31644.49 / 60 * 25 $26,370
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $639,504 + $255,077+ $26,370
$920,951
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-602-020
Original Current
RICE LAKE Municipality RICE LAKE
1 Segment Length 1
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
726 Present AADT 726
2015 Year of Count 2015
1.1 Projection Factor 1.1
726 Projected Traffic 726
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 * 697640.5 / 60 * 25 * 1.1 $319,752
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 48.31 / 20 * 25 $127,538
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 31644.49 / 60 * 25 $13,185
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $319,752 + $127,538+ $13,185
$460,475
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-602-030
Original Current
RICE LAKE Municipality RICE LAKE
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 36 TO CO RD 246 Termini CSAH 36 TO CO RD 246
726 Present AADT 726
2015 Year of Count 2015
1.1 Projection Factor 1.1
726 Projected Traffic 726
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 * 697640.5 / 60 * 25 * 1.1 $319,752
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 48.31 / 20 * 25 $127,538
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 31644.49 / 60 * 25 $13,185
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $319,752 + $127,538+ $13,185
$460,475
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-602-040
Original Current
RICE LAKE Municipality RICE LAKE
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CO RD 246 TO CSAH 37 Termini CO RD 246 TO CSAH 37
726 Present AADT 726
2015 Year of Count 2015
1.1 Projection Factor 1.1
726 Projected Traffic 726
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1992 Latest Year SA funds 1992
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
93379 Structure Number 93379
4.32 Milepoint 4.32
1977 Year Built 1977
E BR AMITY CREEK Feature Crossed E BR AMITY CREEK
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
7 Culvert Height 7
70 Culvert Length 70
51.00043459 Area of Waterway Opening 51.00043459
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 * 697640.5 / 60 * 25 * 1.1 $319,752
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 48.31 / 20 * 25 $127,538
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 31644.49 / 60 * 25 $13,185
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
70 * 51.00043459 * 15.47 /100 * 25 * 1.15
$15,878
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $319,752 + $127,538+ $13,185 + $15,878
$476,353
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-603-009
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
W CO LINE TO 0.50 M E Termini W CO LINE TO 0.50 M E
671 Present AADT 671
2015 Year of Count 2015
1.1 Projection Factor 1.1
671 Projected Traffic 671
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 * 697640.5 / 60 * 25 *1.1
$159,876
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 48.31 / 20 * 25 $63,769
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 31644.49 / 60 * 25 $6,593
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $159,876 + $63,769 +$6,593
$230,238
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-603-010
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 E OF W CO LINE TO 1.0 MI EOF W CO LINE
Termini 0.5 MI E OF W CO LINE TO 1.0 MI EOF W CO LINE
671 Present AADT 671
2015 Year of Count 2015
1.1 Projection Factor 1.1
671 Projected Traffic 671
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1967 Latest Year SA funds 1967
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 697640.5 / 60 * 25 *1.1
$159,876
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 48.31 / 20 * 25 $63,769
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 31644.49 / 60 * 25 $6,593
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $159,876 + $63,769 +$6,593
$230,238
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-603-011
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
1.00 MI E TO 1.2 MI E OF W COLINE
Termini 1.00 MI E TO 1.2 MI E OF W COLINE
671 Present AADT 671
2015 Year of Count 2015
1.1 Projection Factor 1.1
671 Projected Traffic 671
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
0.2 * 697640.5 / 60 * 25 *1.1
$63,950
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.2 * 2112 * 48.31 / 20 * 25 $25,508
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.2 * 31644.49 / 60 * 25 $2,637
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $63,950 + $25,508 +$2,637
$92,095
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-603-012
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.3 Segment Length 1.3
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.2 M E OF W CO LINE TO 0.5 MNW OF W LIM DULUTH
Termini 1.2 M E OF W CO LINE TO 0.5 MNW OF W LIM DULUTH
3740 Present AADT 3740
2015 Year of Count 2015
1.1 Projection Factor 1.1
3740 Projected Traffic 3740
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1967 Latest Year SA funds 1967
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.3 * 1051308.88 / 60 * 25 *1.1
$626,405
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.3 * 2376 * 48.31 / 20 * 25 $186,525
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.3 * 78473.3 / 60 * 25 $42,506
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $626,405 + $186,525+ $42,506
$855,436
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-603-013
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 NW OF W LIM DULUTH TO WLIM DULUTH
Termini 0.5 MI NW OF W LIM DULUTH TO WLIM DULUTH
3740 Present AADT 3740
2015 Year of Count 2015
1.1 Projection Factor 1.1
3740 Projected Traffic 3740
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1982 Latest Year SA funds 1982
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
REINSTATED 2008 Comments REINSTATED 2008
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
69512 Structure Number 69512
2.445 Milepoint 2.445
1982 Year Built 1982
DM&IR RY Feature Crossed DM&IR RY
HWY / R.R. Type of Service HWY / R.R.
3 Number of Spans 3
248 Bridge Length 248
47.3 Bridge Width 47.3
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
0.5 * 1051308.88 / 60 * 25 *1.1
$240,925
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2376 * 48.31 / 20 * 25 $71,740
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 78473.3 / 60 * 25 $16,349
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
248 * 47.3 * 138 / 80 * 25 *1.15
$581,755
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $240,925 + $71,740 +$16,349 + $581,755
$910,769
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-603-020
Original Current
DULUTH Municipality DULUTH
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
W LIM DULUTH TO A PT 0.4 MI E Termini W LIM DULUTH TO A PT 0.4 MI E
3740 Present AADT 3740
2015 Year of Count 2015
1.1 Projection Factor 1.1
3740 Projected Traffic 3740
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1982 Latest Year SA funds 1982
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
REVISED URBAN SECTION1/31/2003 WIDENED, REINSTATED2008
Comments REVISED URBAN SECTION1/31/2003 WIDENED, REINSTATED2008
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1051308.88 / 60 * 25 *1.1
$192,740
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2376 * 48.31 / 20 * 25 $57,392
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 78473.3 / 60 * 25 $13,079
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $192,740 + $57,392 +$13,079
$263,211
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-603-030
Original Current
DULUTH Municipality DULUTH
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
0.4 MI E OF W. LIM DULUTH TO APT. 0.03 MI W.OF TH 23
Termini 0.4 MI E OF W. LIM DULUTH TO APT. 0.03 MI W.OF TH 23
3740 Present AADT 3740
2015 Year of Count 2015
1.1 Projection Factor 1.1
3740 Projected Traffic 3740
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1990 Latest Year SA funds 1990
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
REVISED URBAN SECTION1/31/2003 WIDENED
Comments REVISED URBAN SECTION1/31/2003 WIDENED
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 1051308.88 / 60 * 25 *1.1
$770,960
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2376 * 48.31 / 20 * 25 $229,569
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 78473.3 / 60 * 25 $52,316
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $770,960 + $229,569+ $52,316
$1,052,845
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-603-040
Original Current
DULUTH Municipality DULUTH
0.03 Segment Length 0.03
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
A PT. 0.03 MI. W. OF TH 23 TO TH23
Termini A PT. 0.03 MI. W. OF TH 23 TO TH23
3740 Present AADT 3740
2015 Year of Count 2015
1.1 Projection Factor 1.1
3740 Projected Traffic 3740
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
0.03 * 5465373.78 / 60 * 25* 1.15
$78,565
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.03 * 2904 * 48.31 / 15 * 25 $7,015
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.03 * 147933.47 / 60 * 25 $1,849
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $78,565 + $7,015 +$1,849
$87,429
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : ST LOUIS Segment Nbr : 069-604-010
Original Current
DULUTH Municipality DULUTH
0.08 Segment Length 0.08
PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
TH 194 TO SKYLINE PARKWAY Termini TH 194 TO SKYLINE PARKWAY
15400 Present AADT 15400
2015 Year of Count 2015
1.1 Projection Factor 1.1
15400 Projected Traffic 15400
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2016 Latest Year SA funds 2016
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
2016 SP 069-604-073 RECTRAIL/RETAINING WALLS
SP 69-604-067, CP 8299 MILLINGAND BITUMINOUS SURFACEOVERLAY 2009
Comments 2016 SP 069-604-073 RECTRAIL/RETAINING WALLS
SP 69-604-067, CP 8299 MILLINGAND BITUMINOUS SURFACEOVERLAY 2009
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.08 * 3911720.79 / 60 * 25* 1.15
$149,949
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.08 * 3696 * 48.31 / 15 * 25 $23,807
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.08 * 858567.18 / 60 * 25 $28,619
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $149,949 +$23,807 + $28,619
$237,531
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : ST LOUIS Segment Nbr : 069-604-011
Original Current
DULUTH Municipality DULUTH
0.69 Segment Length 0.69
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
4 Existing Surface Lanes 4
NOT DIVIDED Existing Lane Description NOT DIVIDED
SKYLINE PKWY TO 0.03 MI NO OFPECAN AVE
Termini SKYLINE PKWY TO 0.03 MI NO OFPECAN AVE
11550 Present AADT 11550
2015 Year of Count 2015
1.1 Projection Factor 1.1
11550 Projected Traffic 11550
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SP 069-604-073 RECTRAIL/RETAINING WALLS
REINSTATE COMPLETE NEEDSSP 69-604-067, CP 8299 MILLINGAND BITUMINOUS SURFACEOVERLAY 2009
Comments 2016 SP 069-604-073 RECTRAIL/RETAINING WALLS
REINSTATE COMPLETE NEEDSSP 69-604-067, CP 8299 MILLINGAND BITUMINOUS SURFACEOVERLAY 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
0.69 * 3911720.79 / 60 * 25* 1.15
$1,293,313
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.69 * 3696 * 48.31 / 15 * 25 $205,337
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.69 * 858567.18 / 60 * 25 $246,838
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,293,313 + $205,337+ $246,838
$1,745,488
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : ST LOUIS Segment Nbr : 069-604-020
Original Current
DULUTH Municipality DULUTH
0.45 Segment Length 0.45
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.03 MI NO OF PECAN AVE TOBLACKMAN AVE
Termini 0.03 MI NO OF PECAN AVE TOBLACKMAN AVE
9790 Present AADT 9790
2015 Year of Count 2015
1.1 Projection Factor 1.1
9790 Projected Traffic 9790
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 SP 069-604-073 RECTRAIL/RETAINING WALLS
REVISED URBAN SECTION1/31/2003 WIDENEDCITY OF DULUTH PROJECT TURNLANE CHINOOK 2005 MP 4-1024LOCAL FUNDSSP 69-604-067, CP 8299 MILLINGAND BITUMINOUS SURFACEOVERLAY 2009
Comments 2016 SP 069-604-073 RECTRAIL/RETAINING WALLS
REVISED URBAN SECTION1/31/2003 WIDENEDCITY OF DULUTH PROJECT TURNLANE CHINOOK 2005 MP 4-1024LOCAL FUNDSSP 69-604-067, CP 8299 MILLINGAND BITUMINOUS SURFACEOVERLAY 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
0.45 * 5465373.78 / 60 * 25* 1.15
$1,178,471
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.45 * 2904 * 48.31 / 15 * 25 $105,219
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.45 * 147933.47 / 60 * 25 $27,738
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,178,471 + $105,219+ $27,738
$1,311,428
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : ST LOUIS Segment Nbr : 069-604-030
Original Current
DULUTH Municipality DULUTH
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
BLACKMAN AV TO 0.14 MI SO OFARROWHEAD RD (CSAH 32)
Termini BLACKMAN AV TO 0.14 MI SO OFARROWHEAD RD (CSAH 32)
9790 Present AADT 9790
2015 Year of Count 2015
1.1 Projection Factor 1.1
9790 Projected Traffic 9790
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 SP 069-604-073 RECTRAIL/RETAINING WALLS
REVISED URBAN SECTION1/31/2003 WIDENEDSTRIPING AND TURN LANE 2005SAP 69-604-064SP 69-604-067, CP 8299 MILLINGAND BITUMINOUS SURFACEOVERLAY 2009
Comments 2016 SP 069-604-073 RECTRAIL/RETAINING WALLS
REVISED URBAN SECTION1/31/2003 WIDENEDSTRIPING AND TURN LANE 2005SAP 69-604-064SP 69-604-067, CP 8299 MILLINGAND BITUMINOUS SURFACEOVERLAY 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
0.7 * 5465373.78 / 60 * 25 *1.15
$1,833,177
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2904 * 48.31 / 15 * 25 $163,674
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 147933.47 / 60 * 25 $43,147
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,833,177 + $163,674+ $43,147
$2,039,998
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : ST LOUIS Segment Nbr : 069-604-031
Original Current
DULUTH Municipality DULUTH
0.14 Segment Length 0.14
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.14 MI SO OF ARROWHEAD RD.TO ARROWHEAD RD.
Termini 0.14 MI SO OF ARROWHEAD RD.TO ARROWHEAD RD.
9790 Present AADT 9790
2015 Year of Count 2015
1.1 Projection Factor 1.1
9790 Projected Traffic 9790
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2016 Latest Year SA funds 2016
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
2016 SP 069-604-073 RECTRAIL/RETAINING WALLS
REVISED URBAN SECTION1/31/2003SP 69-604-067, CP 8299 MILLINGAND BITUMINOUS SURFACEOVERLAY 2009
Comments 2016 SP 069-604-073 RECTRAIL/RETAINING WALLS
REVISED URBAN SECTION1/31/2003SP 69-604-067, CP 8299 MILLINGAND BITUMINOUS SURFACEOVERLAY 2009
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.14 * 5465373.78 / 60 * 25* 1.15
$366,635
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.14 * 2904 * 48.31 / 15 * 25 $32,735
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.14 * 147933.47 / 60 * 25 $8,629
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $366,635 +$32,735 + $8,629
$443,155
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-040
Original Current
DULUTH Municipality DULUTH
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
ARROWHEAD RD (CSAH 32) TO0.11 MI NO
Termini ARROWHEAD RD (CSAH 32) TO0.11 MI NO
11990 Present AADT 11990
2015 Year of Count 2015
1.1 Projection Factor 1.1
11990 Projected Traffic 11990
URBAN Design Type URBAN
6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )
2009 Latest Year SA funds 2009
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
REVISED URBAN SECTION1/31/2003SP 69-604-066, CP 8287 MILL &RECLAIMBITUMINOUS SURFACE 2009
Comments REVISED URBAN SECTION1/31/2003SP 69-604-066, CP 8287 MILL &RECLAIMBITUMINOUS SURFACE 2009
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.11 * 3911720.79 / 60 * 25* 1.15
$206,180
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.11 * 3696 * 48.31 / 15 * 25 $32,735
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.11 * 858567.18 / 60 * 25 $39,351
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $206,180 +$32,735 + $39,351
$313,422
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-041
Original Current
DULUTH Municipality DULUTH
1.01 Segment Length 1.01
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.11 MI TO 1.12 MI NO OF CSAH 32 Termini 0.11 MI TO 1.12 MI NO OF CSAH 32
11990 Present AADT 11990
2015 Year of Count 2015
1.1 Projection Factor 1.1
11990 Projected Traffic 11990
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2009 Latest Year SA funds 2009
2 Number of Signal Legs 2
No Special Message Special Message Code No Special Message
REVISED URBAN SECTION1/31/2003SP 69-604-066, CP 8287 MILL &RECLAIMBITUMINOUS SURFACE 2009
Comments REVISED URBAN SECTION1/31/2003SP 69-604-066, CP 8287 MILL &RECLAIMBITUMINOUS SURFACE 2009
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
2 * 56250 / 40 * 25 $70,313
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.01 * 2313712.32 / 60 * 25* 1.1
$1,071,056
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.01 * 3564 * 48.31 / 20 * 25 $217,373
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.01 * 467448.58 / 60 * 25 $196,718
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$70,313 + $1,071,056 +$217,373 + $196,718
$1,555,460
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-042
Original Current
DULUTH Municipality DULUTH
0.55 Segment Length 0.55
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.12 MI NO OF CSAH 32 TO 0.19 MINO OF CO RD 237
Termini 1.12 MI NO OF CSAH 32 TO 0.19 MINO OF CO RD 237
13090 Present AADT 13090
2015 Year of Count 2015
1.1 Projection Factor 1.1
13090 Projected Traffic 13090
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2009 Latest Year SA funds 2009
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
REVISED URBAN SECTION1/31/2003SP 69-604-066, CP 8287 MILL &RECLAIMBITUMINOUS SURFACE 2009
Comments REVISED URBAN SECTION1/31/2003SP 69-604-066, CP 8287 MILL &RECLAIMBITUMINOUS SURFACE 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
0.55 * 2313712.32 / 60 * 25* 1.1
$583,248
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.55 * 3564 * 48.31 / 20 * 25 $118,372
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.55 * 467448.58 / 60 * 25 $107,124
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $583,248 + $118,372+ $107,124
$808,744
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-043
Original Current
DULUTH Municipality DULUTH
0.81 Segment Length 0.81
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.19 MI NO OF CO RD 237 TO NOLIM DULUTH
Termini 0.19 MI NO OF CO RD 237 TO NOLIM DULUTH
9570 Present AADT 9570
2015 Year of Count 2015
1.1 Projection Factor 1.1
9570 Projected Traffic 9570
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2009 Latest Year SA funds 2009
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
REVISED URBAN SECTION1/31/2003SP 69-604-066, CP 8287 MILL &RECLAIMBITUMINOUS SURFACE 2009
Comments REVISED URBAN SECTION1/31/2003SP 69-604-066, CP 8287 MILL &RECLAIMBITUMINOUS SURFACE 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
0.81 * 2313712.32 / 60 * 25* 1.1
$858,966
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.81 * 3564 * 48.31 / 20 * 25 $174,329
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.81 * 467448.58 / 60 * 25 $157,764
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $858,966 + $174,329+ $157,764
$1,191,059
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-050
Original Current
RICE LAKE Municipality RICE LAKE
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NO LIM DULUTH TO CSAH 9 Termini NO LIM DULUTH TO CSAH 9
9570 Present AADT 9570
2015 Year of Count 2015
1.1 Projection Factor 1.1
9570 Projected Traffic 9570
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2009 Latest Year SA funds 2009
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
REVISED RURAL SECTION2/7/2003SP 69-604-066, CP 8287 MILL &RECLAIMBITUMINOUS SURFACE 2009
Comments REVISED RURAL SECTION2/7/2003SP 69-604-066, CP 8287 MILL &RECLAIMBITUMINOUS SURFACE 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 * 2313712.32 / 60 * 25 *1.1
$1,060,451
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 3564 * 48.31 / 20 * 25 $215,221
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 467448.58 / 60 * 25 $194,770
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,060,451 + $215,221+ $194,770
$1,470,442
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-060
Original Current
RICE LAKE Municipality RICE LAKE
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
CSAH 9 TO 0.6 MI N Termini CSAH 9 TO 0.6 MI N
6050 Present AADT 6050
2015 Year of Count 2015
1.1 Projection Factor 1.1
6050 Projected Traffic 6050
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1987 Latest Year SA funds 1987
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
REVISED RURAL SECTION1/31/2003
Comments REVISED RURAL SECTION1/31/2003
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 1051308.88 / 60 * 25 *1.1
$289,110
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2376 * 48.31 / 20 * 25 $86,088
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 78473.3 / 60 * 25 $19,618
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $289,110 + $86,088 +$19,618
$394,816
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-070
Original Current
RICE LAKE Municipality RICE LAKE
3.4 Segment Length 3.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.6 MI N OF CSAH 9 TO C-SAH 35 Termini 0.6 MI N OF CSAH 9 TO C-SAH 35
6050 Present AADT 6050
2015 Year of Count 2015
1.1 Projection Factor 1.1
6050 Projected Traffic 6050
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1981 Latest Year SA funds 1981
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
REVISED RURAL SECTION1/31/2003
REVISED, COMBINEDW/SEGMENT 061
Comments REVISED RURAL SECTION1/31/2003
REVISED, COMBINEDW/SEGMENT 061
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
7635 Structure Number 7635
9.05 Milepoint 9.05
1950 Year Built 1950
BEAVER RIVER Feature Crossed BEAVER RIVER
Type of Service
2 Number of Barrels 2
Culvert Width
Culvert Height
77 Culvert Length 77
99.99986017 Area of Waterway Opening 99.99986017
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.4 * 1051308.88 / 60 * 25 *1.1
$1,638,290
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.4 * 2376 * 48.31 / 20 * 25 $487,834
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.4 * 78473.3 / 60 * 25 $111,171
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
77 * 99.99986017 * 15.47 /100 * 25 * 1.15
$34,247
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,638,290 + $487,834+ $111,171 + $34,247
$2,271,542
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-071
Original Current
RICE LAKE Municipality RICE LAKE
1 Segment Length 1
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 35 TO N CORP LIMITSLISMORE RD
Termini CSAH 35 TO N CORP LIMITSLISMORE RD
6050 Present AADT 6050
2015 Year of Count 2015
1.1 Projection Factor 1.1
6050 Projected Traffic 6050
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1987 Latest Year SA funds 1987
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
REVISEDRURAL SECTION1/31/2003
Comments REVISEDRURAL SECTION1/31/2003
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
7636 Structure Number 7636
9.61 Milepoint 9.61
1950 Year Built 1950
BEAVER RIVER Feature Crossed BEAVER RIVER
Type of Service
2 Number of Barrels 2
10 Culvert Width 10
5 Culvert Height 5
72 Culvert Length 72
99.99986017 Area of Waterway Opening 99.99986017
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 1051308.88 / 60 * 25 *1.1
$481,850
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2376 * 48.31 / 20 * 25 $143,481
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 78473.3 / 60 * 25 $32,697
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
72 * 99.99986017 * 15.47 /100 * 25 * 1.15
$32,023
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $481,850 + $143,481+ $32,697 + $32,023
$690,051
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-072
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.4 Segment Length 3.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
N CORP LIMITS TO 0.4 MI N OFCSAH 44
Termini N CORP LIMITS TO 0.4 MI N OFCSAH 44
3630 Present AADT 3630
2015 Year of Count 2015
1.1 Projection Factor 1.1
3630 Projected Traffic 3630
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1987 Latest Year SA funds 1987
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
REVISED, COMBINEDW/SEGMENT 080
Comments REVISED, COMBINEDW/SEGMENT 080
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
92845 Structure Number 92845
11.12 Milepoint 11.12
1971 Year Built 1971
strem Feature Crossed strem
Type of Service
1 Number of Barrels 1
12 Culvert Width 12
8 Culvert Height 8
84 Culvert Length 84
65.9999292 Area of Waterway Opening 65.9999292
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.4 * 1051308.88 / 60 * 25 *1.1
$1,638,290
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.4 * 2376 * 48.31 / 20 * 25 $487,834
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.4 * 78473.3 / 60 * 25 $111,171
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
84 * 65.9999292 * 15.47 /100 * 25 * 1.15
$24,658
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,638,290 + $487,834+ $111,171 + $24,658
$2,261,953
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-081
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.4 Segment Length 2.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.4 MI N TO 2.8 MI N OF CSAH 44 Termini 0.4 MI N TO 2.8 MI N OF CSAH 44
3630 Present AADT 3630
2015 Year of Count 2015
1.1 Projection Factor 1.1
3630 Projected Traffic 3630
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1987 Latest Year SA funds 1987
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
REINSTATED 3/17/09 Comments REINSTATED 3/17/09
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.4 * 1051308.88 / 60 * 25 *1.1
$1,156,440
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.4 * 2376 * 48.31 / 20 * 25 $344,354
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.4 * 78473.3 / 60 * 25 $78,473
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,156,440 + $344,354+ $78,473
$1,579,267
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-082
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
2.8 MI N TO 5.0 MI N OF CSAH 44 Termini 2.8 MI N TO 5.0 MI N OF CSAH 44
1540 Present AADT 1540
2015 Year of Count 2015
1.1 Projection Factor 1.1
1540 Projected Traffic 1540
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1983 Latest Year SA funds 1983
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
REINSTATED 3/17/09 Comments REINSTATED 3/17/09
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
6665 Structure Number 6665
16.85 Milepoint 16.85
1949 Year Built 1949
ISLAND LAKE Feature Crossed ISLAND LAKE
Type of Service
Number of Spans
234.2 Bridge Length 234.2
50.3 Bridge Width 50.3
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
2.2 * 1051308.88 / 60 * 25 *1.1
$1,060,070
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.2 * 2376 * 48.31 / 20 * 25 $315,658
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.2 * 78473.3 / 60 * 25 $71,934
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
234.2 * 50.3 * 138 / 80 * 25* 1.15
$584,227
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,060,070 + $315,658+ $71,934 + $584,227
$2,031,889
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-090
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
5.0 M TO 8.1 M N OF CSAH 44 Termini 5.0 M TO 8.1 M N OF CSAH 44
957 Present AADT 957
2015 Year of Count 2015
1.1 Projection Factor 1.1
957 Projected Traffic 957
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 069-604-077 RC&OL Comments 2015 SAP 069-604-077 RC&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.1 * 697640.5 / 60 * 25 *1.1
$991,231
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.1 * 2112 * 48.31 / 20 * 25 $395,369
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.1 * 31644.49 / 60 * 25 $40,874
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $991,231 + $395,369+ $40,874
$1,427,474
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-100
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.2 Segment Length 5.2
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
8.1 MI N TO 13.3 MI N OF CSAH 44 Termini 8.1 MI N TO 13.3 MI N OF CSAH 44
957 Present AADT 957
2015 Year of Count 2015
1.1 Projection Factor 1.1
957 Projected Traffic 957
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 069-604-077 RC&OL Comments 2015 SAP 069-604-077 RC&OL
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
L4158 Structure Number L4158
24.9 Milepoint 24.9
1957 Year Built 1957
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
12 Culvert Width 12
7 Culvert Height 7
80 Culvert Length 80
63.99999662 Area of Waterway Opening 63.99999662
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
L4159 Structure Number L4159
22.63 Milepoint 22.63
1957 Year Built 1957
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
14 Culvert Width 14
8 Culvert Height 8
108 Culvert Length 108
89.00023076 Area of Waterway Opening 89.00023076
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.2 * 697640.5 / 60 * 25 *1.1
$1,662,710
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.2 * 2112 * 48.31 / 20 * 25 $663,200
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.2 * 31644.49 / 60 * 25 $68,563
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
80 * 63.99999662 * 15.47 /100 * 25 * 1.15
$22,772
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
108 * 89.00023076 * 15.47 /100 * 25 * 1.15
$42,751
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $1,662,710 + $663,200+ $68,563 + $22,772 +$42,751
$2,459,996
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-110
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
13.3 M TO 16.6 M N OF CSAH 44 Termini 13.3 M TO 16.6 M N OF CSAH 44
957 Present AADT 957
2015 Year of Count 2015
1.1 Projection Factor 1.1
957 Projected Traffic 957
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 069-604-077 RC&OL Comments 2015 SAP 069-604-077 RC&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.3 * 697640.5 / 60 * 25 *1.1
$1,055,181
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.3 * 2112 * 48.31 / 20 * 25 $420,877
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.3 * 31644.49 / 60 * 25 $43,511
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,055,181 + $420,877+ $43,511
$1,519,569
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-120
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
16.6 MI N OF CSAH 44 TO 1.2 MI SEOF N CO RD 547
Termini 16.6 MI N OF CSAH 44 TO 1.2 MI SEOF N CO RD 547
957 Present AADT 957
2015 Year of Count 2015
1.1 Projection Factor 1.1
957 Projected Traffic 957
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
RESURFACED 2003 SAP 69-604-54
COMBINED W/SEGMENTS 121 &122
Comments RESURFACED 2003 SAP 69-604-54
COMBINED W/SEGMENTS 121 &122
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 697640.5 / 60 * 25 *1.1
$1,406,908
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.4 * 2112 * 48.31 / 20 * 25 $561,169
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.4 * 31644.49 / 60 * 25 $58,015
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,406,908 + $561,169+ $58,015
$2,026,092
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-130
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
1.2 MI SE OF CO RD 547 TO 0.8 MINW OF CO RD 547
Termini 1.2 MI SE OF CO RD 547 TO 0.8 MINW OF CO RD 547
957 Present AADT 957
2015 Year of Count 2015
1.1 Projection Factor 1.1
957 Projected Traffic 957
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
RESURFACED 2003 SAP 69-604-54 Comments RESURFACED 2003 SAP 69-604-54
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 697640.5 / 60 * 25 * 1.1 $639,504
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 48.31 / 20 * 25 $255,077
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 31644.49 / 60 * 25 $26,370
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $639,504 + $255,077+ $26,370
$920,951
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-140
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
0.8 MI NW OF CO RD 547 TO 3.2 MISO OF CSAH 108
Termini 0.8 MI NW OF CO RD 547 TO 3.2 MISO OF CSAH 108
693 Present AADT 693
2015 Year of Count 2015
1.1 Projection Factor 1.1
693 Projected Traffic 693
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
RESURFACED 2003 SAP 69-604-54 Comments RESURFACED 2003 SAP 69-604-54
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 697640.5 / 60 * 25 *1.1
$479,628
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.5 * 2112 * 48.31 / 20 * 25 $191,308
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.5 * 31644.49 / 60 * 25 $19,778
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $479,628 + $191,308+ $19,778
$690,714
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-141
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
3.2 M TO 2.7 M S OF CSAH 108 Termini 3.2 M TO 2.7 M S OF CSAH 108
693 Present AADT 693
2015 Year of Count 2015
1.1 Projection Factor 1.1
693 Projected Traffic 693
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
RESURFACED 2003 SAP 69-604-54 Comments RESURFACED 2003 SAP 69-604-54
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation 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 * 697640.5 / 60 * 25 *1.1
$159,876
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 48.31 / 20 * 25 $63,769
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 31644.49 / 60 * 25 $6,593
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $159,876 + $63,769 +$6,593
$230,238
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-142
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
2.7 TO 2.4 MILES SOUTH OF CSAH108
Termini 2.7 TO 2.4 MILES SOUTH OF CSAH108
693 Present AADT 693
2015 Year of Count 2015
1.1 Projection Factor 1.1
693 Projected Traffic 693
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
Culvert Information Status: Original
Original Current
69503 Structure Number 69503
38.79 Milepoint 38.79
1965 Year Built 1965
WHITEFACE RIVER Feature Crossed WHITEFACE RIVER
Type of Service
3 Number of Barrels 3
10 Culvert Width 10
10 Culvert Height 10
44 Culvert Length 44
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
0.3 * 697640.5 / 60 * 25 *1.1
$95,926
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 48.31 / 20 * 25 $38,262
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 31644.49 / 60 * 25 $3,956
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
44 * 299.99958051 * 15.47 /100 * 25 * 1.15
$58,709
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $95,926 + $38,262 +$3,956 + $58,709
$196,853
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-145
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.4 Segment Length 2.4
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
2.4 MI S TO CSAH 108 Termini 2.4 MI S TO CSAH 108
693 Present AADT 693
2015 Year of Count 2015
1.1 Projection Factor 1.1
693 Projected Traffic 693
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.4 * 697640.5 / 60 * 25 *1.1
$767,405
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.4 * 2112 * 48.31 / 20 * 25 $306,092
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.4 * 31644.49 / 60 * 25 $31,644
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $767,405 + $306,092+ $31,644
$1,105,141
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-150
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
CSAH 108 (SO JCT) TO CO RD 537 Termini CSAH 108 (SO JCT) TO CO RD 537
693 Present AADT 693
2015 Year of Count 2015
1.1 Projection Factor 1.1
693 Projected Traffic 693
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.3 * 697640.5 / 60 * 25 *1.1
$735,429
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.3 * 2112 * 48.31 / 20 * 25 $293,338
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.3 * 31644.49 / 60 * 25 $30,326
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $735,429 + $293,338+ $30,326
$1,059,093
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-160
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
CR 537 (3.3 MI SO) TO 1.6 MI S OFCSAH 16
Termini CR 537 (3.3 MI SO) TO 1.6 MI S OFCSAH 16
693 Present AADT 693
2015 Year of Count 2015
1.1 Projection Factor 1.1
693 Projected Traffic 693
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SEGMENT CHANGED, SEE 69-604-170 FOR 2002 CONSTRUCTIONPROJECT SP 69-604-57
Comments SEGMENT CHANGED, SEE 69-604-170 FOR 2002 CONSTRUCTIONPROJECT SP 69-604-57
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
3383 Structure Number 3383
44.3 Milepoint 44.3
1945 Year Built 1945
S BR WATER HEN CREEK Feature Crossed S BR WATER HEN CREEK
Type of Service
2 Number of Barrels 2
12 Culvert Width 12
6 Culvert Height 6
46 Culvert Length 46
144.00053059 Area of Waterway Opening 144.00053059
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.7 * 697640.5 / 60 * 25 *1.1
$543,578
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.7 * 2112 * 48.31 / 20 * 25 $216,815
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.7 * 31644.49 / 60 * 25 $22,415
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
46 * 144.00053059 * 15.47 /100 * 25 * 1.15
$29,461
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $543,578 + $216,815+ $22,415 + $29,461
$812,269
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-170
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.5 Segment Length 5.5
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.6 MI SO OF CSAH 16 TO 0.1 MISO OF CSAH 111
Termini 1.6 MI SO OF CSAH 16 TO 0.1 MISO OF CSAH 111
693 Present AADT 693
2015 Year of Count 2015
1.1 Projection Factor 1.1
693 Projected Traffic 693
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 069-604-076 BR 69A29
RECONSTRUCTED 2002 FEDERALFUNDS 80% SP 69-604-57 MOVEDBR 93195 TO SEG 69-604-180 BR96743 WIDENED 2002
Comments 2015 SAP 069-604-076 BR 69A29
RECONSTRUCTED 2002 FEDERALFUNDS 80% SP 69-604-57 MOVEDBR 93195 TO SEG 69-604-180 BR96743 WIDENED 2002
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
69A29 Structure Number 69A29
46.19 Milepoint 46.19
2015 Year Built 2015
WATER HEN CREEK Feature Crossed WATER HEN CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Spans 1
74.7 Bridge Length 74.7
47.5 Bridge Width 47.5
100% Shared Structure 100%
SAP 69-604-076 - JP CORRECTEDTO BR LOG INFO
Comments SAP 69-604-076 - JP CORRECTEDTO BR LOG INFO
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
96743 Structure Number 96743
47.58 Milepoint 47.58
1988 Year Built 1988
MUD HEN CREEK Feature Crossed MUD HEN CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
Culvert Width
Culvert Height
89 Culvert Length 89
38.99976248 Area of Waterway Opening 38.99976248
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment Cost
Information
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.5 * 697640.5 / 60 * 25 *1.1
$1,758,635
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.5 * 2112 * 48.31 / 20 * 25 $701,461
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.5 * 31644.49 / 60 * 25 $72,519
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
74.7 * 47.5 * 152 / 80 * 25 *1.15
$193,823
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
89 * 38.99976248 * 15.47 /100 * 25 * 1.15
$15,438
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $1,758,635 + $701,461+ $72,519 + $193,823 +$15,438
$2,741,876
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-180
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
0.1 MI SO OF CSAH 111 TO CO RD352
Termini 0.1 MI SO OF CSAH 111 TO CO RD352
1485 Present AADT 1485
2015 Year of Count 2015
1.1 Projection Factor 1.1
1485 Projected Traffic 1485
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
TERMINI CHANGED 1/17/03 SEE69-604-170 AND STR TAB
Comments TERMINI CHANGED 1/17/03 SEE69-604-170 AND STR TAB
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
93195 Structure Number 93195
51.02 Milepoint 51.02
1976 Year Built 1976
STREAM Feature Crossed STREAM
Type of Service
1 Number of Barrels 1
10 Culvert Width 10
7 Culvert Height 7
98 Culvert Length 98
52.0004009 Area of Waterway Opening 52.0004009
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
93506 Structure Number 93506
51.3 Milepoint 51.3
1980 Year Built 1980
STREAM Feature Crossed STREAM
Type of Service
2 Number of Barrels 2
10 Culvert Width 10
7 Culvert Height 7
98 Culvert Length 98
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
1.6 * 697640.5 / 60 * 25 *1.1
$511,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2112 * 48.31 / 20 * 25 $204,061
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 31644.49 / 60 * 25 $21,096
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
98 * 52.0004009 * 15.47 /100 * 25 * 1.15
$22,665
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
98 * 102.9997591 * 15.47 /100 * 25 * 1.15
$44,894
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $511,603 + $204,061+ $21,096 + $22,665 +$44,894
$804,319
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-181
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
CO RD 352 TO CSAH 108 (NO JCT) Termini CO RD 352 TO CSAH 108 (NO JCT)
1485 Present AADT 1485
2015 Year of Count 2015
1.1 Projection Factor 1.1
1485 Projected Traffic 1485
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
COMBINED WITH SEGMENT 1821/18/06
Comments COMBINED WITH SEGMENT 1821/18/06
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
69518 Structure Number 69518
52.81 Milepoint 52.81
1982 Year Built 1982
ST LOUIS RIVER Feature Crossed ST LOUIS RIVER
Type of Service
Number of Spans
197.4 Bridge Length 197.4
47.3 Bridge Width 47.3
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
1.1 * 697640.5 / 60 * 25 *1.1
$351,727
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.1 * 2112 * 48.31 / 20 * 25 $140,292
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.1 * 31644.49 / 60 * 25 $14,504
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
197.4 * 47.3 * 138 / 80 * 25* 1.15
$463,058
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $351,727 + $140,292+ $14,504 + $463,058
$969,581
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-210
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 108 TO 4.8 MI N OF C-SAH20
Termini CSAH 108 TO 4.8 MI N OF C-SAH20
1485 Present AADT 1485
2015 Year of Count 2015
1.1 Projection Factor 1.1
1485 Projected Traffic 1485
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
COMBINED W/SEGMENTS 190 &200
Comments COMBINED W/SEGMENTS 190 &200
Interchange Override
Segment Override
Segment CostInformation
Computation Factor 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 * 697640.5 / 60 * 25 * 1.1 $1,598,759
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5 * 2112 * 48.31 / 20 * 25 $637,692
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5 * 31644.49 / 60 * 25 $65,926
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,598,759 + $637,692+ $65,926
$2,302,377
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-211
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
4.8 MI N OF C-SAH 20 TO S. LIMBIWABIK
Termini 4.8 MI N OF C-SAH 20 TO S. LIMBIWABIK
1485 Present AADT 1485
2015 Year of Count 2015
1.1 Projection Factor 1.1
1485 Projected Traffic 1485
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
69540 Structure Number 69540
58.78 Milepoint 58.78
1981 Year Built 1981
EMBARRASS RIVER Feature Crossed EMBARRASS RIVER
Type of Service
Number of Spans
56.3 Bridge Length 56.3
45 Bridge Width 45
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Bridge Information Status: Original
Original Current
69608 Structure Number 69608
59.77 Milepoint 59.77
1994 Year Built 1994
DM&IR RY Feature Crossed DM&IR RY
HWY / R.R. Type of Service HWY / R.R.
3 Number of Spans 3
215.5 Bridge Length 215.5
47.3 Bridge Width 47.3
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
1.1 * 697640.5 / 60 * 25 *1.1
$351,727
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.1 * 2112 * 48.31 / 20 * 25 $140,292
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.1 * 31644.49 / 60 * 25 $14,504
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
56.3 * 45 * 152 / 80 * 25 *1.15
$138,392
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
215.5 * 47.3 * 138 / 80 * 25* 1.15
$505,517
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Bridge
$0 + $351,727 + $140,292+ $14,504 + $138,392 +$505,517
$1,150,432
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : ST LOUIS Segment Nbr : 069-604-220
Original Current
BIWABIK Municipality BIWABIK
0.55 Segment Length 0.55
MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S. LIM BIWABIK TO TH 135 Termini S. LIM BIWABIK TO TH 135
1485 Present AADT 1485
2015 Year of Count 2015
1.1 Projection Factor 1.1
1485 Projected Traffic 1485
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
REVISED URBAN SECTION 2/13/03 Comments REVISED URBAN SECTION 2/13/03
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
97301 Structure Number 97301
59.967 Milepoint 59.967
1994 Year Built 1994
STREAM Feature Crossed STREAM
Type of Service
2 Number of Barrels 2
Culvert Width
Culvert Height
222 Culvert Length 222
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
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.55 * 697640.5 / 60 * 25 *1.1
$175,864
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.55 * 2112 * 48.31 / 20 * 25 $70,146
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.55 * 31644.49 / 60 * 25 $7,252
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYe