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SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-601-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.1 Segment Length 3.1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S CO LINE TO TH 238 Termini S CO LINE TO TH 238
714 Present AADT 714
2013 Year of Count 2013
1.4 Projection Factor 1.4
714 Projected Traffic 714
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 049-601-021 M&OL SMCULVERTS
Comments 2013 SAP 049-601-021 M&OL SMCULVERTS
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49506 Structure Number 49506
3.08 Milepoint 3.08
1965 Year Built 1965
TWO RIVERS Feature Crossed TWO RIVERS
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
48.9 Bridge Length 48.9
32.3 Bridge Width 32.3
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.1 * 509993.88 / 60 * 25 *1.1
$724,616
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.1 * 2112 * 45.03 / 20 * 25 $368,526
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.1 * 12356.36 / 60 * 25 $15,960
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
48.9 * 32.3 * 152 / 80 * 25 *1.15
$86,279
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $724,616 + $368,526+ $15,960 + $86,279
$1,195,381
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-601-020
Original Current
ELMDALE Municipality ELMDALE
1.9 Segment Length 1.9
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 238 TO NW LIM ELMDALE Termini TH 238 TO NW LIM ELMDALE
483 Present AADT 483
2013 Year of Count 2013
1.4 Projection Factor 1.4
483 Projected Traffic 483
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 049-601-023 M&OL SMCULVERTS
Comments 2013 SAP 049-601-023 M&OL SMCULVERTS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.9 * 509993.88 / 60 * 25 *1.1
$444,120
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.9 * 2112 * 45.03 / 20 * 25 $225,870
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.9 * 12356.36 / 60 * 25 $9,782
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $444,120 + $225,870+ $9,782
$679,772
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-601-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NW LIM ELMDALE TO CSAH 12 Termini NW LIM ELMDALE TO CSAH 12
483 Present AADT 483
2013 Year of Count 2013
1.4 Projection Factor 1.4
483 Projected Traffic 483
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 049-601-023 M&OL SMCULVERTS
Comments 2013 SAP 049-601-023 M&OL SMCULVERTS
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49501 Structure Number 49501
8.78 Milepoint 8.78
1964 Year Built 1964
Swan River Feature Crossed Swan River
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
61 Bridge Length 61
32.3 Bridge Width 32.3
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 509993.88 / 60 * 25 * 1.1 $934,989
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 45.03 / 20 * 25 $475,517
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 12356.36 / 60 * 25 $20,594
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
61 * 32.3 * 152 / 80 * 25 *1.15
$107,628
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $934,989 + $475,517+ $20,594 + $107,628
$1,538,728
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-601-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.5 Segment Length 1.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 12 TO S LIM SOBIESKI Termini CSAH 12 TO S LIM SOBIESKI
483 Present AADT 483
2013 Year of Count 2013
1.4 Projection Factor 1.4
483 Projected Traffic 483
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 049-601-017 RC/OL Comments 2013 SAP 049-601-017 RC/OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.5 * 509993.88 / 60 * 25 *1.1
$350,621
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.5 * 2112 * 45.03 / 20 * 25 $178,319
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.5 * 12356.36 / 60 * 25 $7,723
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $350,621 + $178,319+ $7,723
$536,663
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-601-050
Original Current
SOBIESKI Municipality SOBIESKI
0.5 Segment Length 0.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SO LIM TO N LIM SOBIESKI Termini SO LIM TO N LIM SOBIESKI
483 Present AADT 483
2013 Year of Count 2013
1.4 Projection Factor 1.4
483 Projected Traffic 483
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 049-601-017 RC/OL Comments 2013 SAP 049-601-017 RC/OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 509993.88 / 60 * 25 *1.1
$116,874
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 45.03 / 20 * 25 $59,440
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 12356.36 / 60 * 25 $2,574
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $116,874 + $59,440 +$2,574
$178,888
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-601-060
Original Current
FLENSBURG Municipality FLENSBURG
1.83 Segment Length 1.83
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
N LIM SOBIESKI TO 1.83 MI N Termini N LIM SOBIESKI TO 1.83 MI N
483 Present AADT 483
2013 Year of Count 2013
1.4 Projection Factor 1.4
483 Projected Traffic 483
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 049-601-017 RC/OL Comments 2013 SAP 049-601-017 RC/OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.83 * 509993.88 / 60 * 25 *1.1
$427,757
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.83 * 2112 * 45.03 / 20 * 25 $217,549
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.83 * 12356.36 / 60 * 25 $9,422
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $427,757 + $217,549+ $9,422
$654,728
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-601-070
Original Current
FLENSBURG Municipality FLENSBURG
0.37 Segment Length 0.37
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.83 MI N TO 2.20 MI NW OF N LIMSSOBIESKI
Termini 1.83 MI N TO 2.20 MI NW OF N LIMSSOBIESKI
483 Present AADT 483
2013 Year of Count 2013
1.4 Projection Factor 1.4
483 Projected Traffic 483
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 049-601-017 RC/OL Comments 2013 SAP 049-601-017 RC/OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.37 * 1375701.65 / 60 * 25* 1.15
$243,900
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.37 * 2904 * 45.03 / 15 * 25 $80,640
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.37 * 107006.55 / 60 * 25 $16,497
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $243,900 + $80,640 +$16,497
$341,037
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-601-080
Original Current
FLENSBURG Municipality FLENSBURG
0.93 Segment Length 0.93
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
2.20 MI NW OF N LIMS SOBIESKITO N LIMS FLENSBURG
Termini 2.20 MI NW OF N LIMS SOBIESKITO N LIMS FLENSBURG
770 Present AADT 770
2013 Year of Count 2013
1.4 Projection Factor 1.4
770 Projected Traffic 770
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 049-601-017 RC/OL Comments 2013 SAP 049-601-017 RC/OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.93 * 509993.88 / 60 * 25 *1.1
$217,385
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.93 * 2112 * 45.03 / 20 * 25 $110,558
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.93 * 12356.36 / 60 * 25 $4,788
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $217,385 + $110,558+ $4,788
$332,731
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-601-100
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
N LIMS FLENSBURG TO TH 27 Termini N LIMS FLENSBURG TO TH 27
770 Present AADT 770
2013 Year of Count 2013
1.4 Projection Factor 1.4
770 Projected Traffic 770
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 049-601-017 RC/OL Comments 2013 SAP 049-601-017 RC/OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 509993.88 / 60 * 25 * 1.1 $233,747
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 45.03 / 20 * 25 $118,879
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 12356.36 / 60 * 25 $5,148
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $233,747 + $118,879+ $5,148
$357,774
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-601-110
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
7.9 Segment Length 7.9
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 27 TO S LIMS RANDALL Termini TH 27 TO S LIMS RANDALL
630 Present AADT 630
2013 Year of Count 2013
1.4 Projection Factor 1.4
630 Projected Traffic 630
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1996 Latest Year SA funds 1996
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SP 049-601-027 ER REPAIR Comments 2013 SP 049-601-027 ER REPAIR
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
7.9 * 509993.88 / 60 * 25 *1.1
$1,846,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
7.9 * 2112 * 45.03 / 20 * 25 $939,146
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
7.9 * 12356.36 / 60 * 25 $40,673
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,846,603 + $939,146+ $40,673
$2,826,422
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-601-140
Original Current
RANDALL Municipality RANDALL
1 Segment Length 1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S LIMS RANDALL TO CSAH 14 Termini S LIMS RANDALL TO CSAH 14
630 Present AADT 630
2013 Year of Count 2013
1.4 Projection Factor 1.4
630 Projected Traffic 630
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1996 Latest Year SA funds 1996
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
92944 Structure Number 92944
23.88 Milepoint 23.88
1972 Year Built 1972
S BR LITTLE ELK RIVER Feature Crossed S BR LITTLE ELK RIVER
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
14 Culvert Width 14
8 Culvert Height 8
58 Culvert Length 58
163.99985679 Area of Waterway Opening 163.99985679
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 509993.88 / 60 * 25 * 1.1 $233,747
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 45.03 / 20 * 25 $118,879
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 12356.36 / 60 * 25 $5,148
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
58 * 163.99985679 * 15.47 /100 * 25 * 1.15
$42,306
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $233,747 + $118,879+ $5,148 + $42,306
$400,080
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-601-150
Original Current
RANDALL Municipality RANDALL
0.37 Segment Length 0.37
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 104 TO 0.37 MI N Termini CSAH 104 TO 0.37 MI N
2170 Present AADT 2170
2013 Year of Count 2013
1.4 Projection Factor 1.4
2170 Projected Traffic 2170
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2009 Latest Year SA funds 2009
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RESURFACED IN 2009 SAP 49-601-18
Comments RESURFACED IN 2009 SAP 49-601-18
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.37 * 1375701.65 / 60 * 25* 1.15
$243,900
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.37 * 2904 * 45.03 / 15 * 25 $80,640
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.37 * 107006.55 / 60 * 25 $16,497
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $243,900 + $80,640 +$16,497
$341,037
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-601-160
Original Current
RANDALL Municipality RANDALL
0.49 Segment Length 0.49
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.37 MI N OF CSAH 104 TO N LIMRANDALL
Termini 0.37 MI N OF CSAH 104 TO N LIMRANDALL
2170 Present AADT 2170
2013 Year of Count 2013
1.4 Projection Factor 1.4
2170 Projected Traffic 2170
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.49 * 644333.91 / 60 * 25 *1.1
$144,707
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.49 * 2376 * 45.03 / 20 * 25 $65,532
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.49 * 40855.37 / 60 * 25 $8,341
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $144,707 + $65,532 +$8,341
$218,580
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-601-170
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
7.5 Segment Length 7.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
N LIM RANDALL TO 1.40 M I S OFCSAH 3
Termini N LIM RANDALL TO 1.40 M I S OFCSAH 3
2170 Present AADT 2170
2013 Year of Count 2013
1.4 Projection Factor 1.4
2170 Projected Traffic 2170
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49514 Structure Number 49514
26.11 Milepoint 26.11
1968 Year Built 1968
LITTLE ELK RIVER Feature Crossed LITTLE ELK RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
54 Bridge Length 54
38.8 Bridge Width 38.8
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
7338 Structure Number 7338
27.31 Milepoint 27.31
1947 Year Built 1947
HAY CREEK Feature Crossed HAY CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
12 Culvert Width 12
8 Culvert Height 8
44 Culvert Length 44
191.99998986 Area of Waterway Opening 191.99998986
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
7.5 * 644333.91 / 60 * 25 *1.1
$2,214,898
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
7.5 * 2376 * 45.03 / 20 * 25 $1,003,043
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
7.5 * 40855.37 / 60 * 25 $127,673
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
54 * 38.8 * 152 / 80 * 25 *1.15
$114,450
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
44 * 191.99998986 * 15.47 /100 * 25 * 1.15
$37,574
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $2,214,898 +$1,003,043 + $127,673 +$114,450 + $37,574
$3,497,638
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-601-180
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
9.2 Segment Length 9.2
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
1.4 MI S OF CSAH 3 TO SPILLAGER BRIDGE
Termini 1.4 MI S OF CSAH 3 TO SPILLAGER BRIDGE
2590 Present AADT 2590
2013 Year of Count 2013
1.4 Projection Factor 1.4
2590 Projected Traffic 2590
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 - 049-601-024 / 011-601-024.BR 49520 OVERLAY AND REHAB -SHARED WITH CASS CO
Comments 2015 - 049-601-024 / 011-601-024.BR 49520 OVERLAY AND REHAB -SHARED WITH CASS CO
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49520 Structure Number 49520
41.59 Milepoint 41.59
1976 Year Built 1976
CROW WING RIVER Feature Crossed CROW WING RIVER
STREAM CROSSING Type of Service STREAM CROSSING
4 Number of Spans 4
242.6 Bridge Length 242.6
43.1 Bridge Width 43.1
50% Shared Structure 50%
2015 - 049-601-024 / 011-601-024.BR 49520 OVERLAY AND REHAB -SHARED WITH CASS CSAH 01
Comments 2015 - 049-601-024 / 011-601-024.BR 49520 OVERLAY AND REHAB -SHARED WITH CASS CSAH 01
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
9.2 * 644333.91 / 60 * 25 *1.1
$2,716,941
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
9.2 * 2376 * 45.03 / 20 * 25 $1,230,400
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
9.2 * 40855.37 / 60 * 25 $156,612
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost *PercentOfCost
242.6 * 43.1 * 138 / 80 * 25* 1.15 * 50%
$259,278
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $2,716,941 +$1,230,400 + $156,612 +$259,278
$4,363,231
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-602-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
6.9 Segment Length 6.9
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 3 TO CSAH 28 Termini CSAH 3 TO CSAH 28
364 Present AADT 364
2013 Year of Count 2013
1.4 Projection Factor 1.4
364 Projected Traffic 364
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 049-602-007 OL
2012 SAP 049-602-008 SMALLCULVERTS
Comments 2013 SAP 049-602-007 OL
2012 SAP 049-602-008 SMALLCULVERTS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6.9 * 509993.88 / 60 * 25 *1.1
$1,612,856
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6.9 * 2112 * 45.03 / 20 * 25 $820,266
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6.9 * 12356.36 / 60 * 25 $35,525
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,612,856 + $820,266+ $35,525
$2,468,647
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-603-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
7.4 Segment Length 7.4
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 10 TO CSAH 1 Termini TH 10 TO CSAH 1
1274 Present AADT 1274
2013 Year of Count 2013
1.4 Projection Factor 1.4
1274 Projected Traffic 1274
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2005 Latest Year SA funds 2005
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECON 2005 SAP 49-603-02 Comments RECON 2005 SAP 49-603-02
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
7.4 * 509993.88 / 60 * 25 *1.1
$1,729,729
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
7.4 * 2112 * 45.03 / 20 * 25 $879,706
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
7.4 * 12356.36 / 60 * 25 $38,099
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,729,729 + $879,706+ $38,099
$2,647,534
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-604-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 15 TO CSAH 12 Termini CSAH 15 TO CSAH 12
392 Present AADT 392
2013 Year of Count 2013
1.4 Projection Factor 1.4
392 Projected Traffic 392
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1994 Latest Year SA funds 1994
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 509993.88 / 60 * 25 * 1.1 $934,989
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 45.03 / 20 * 25 $475,517
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 12356.36 / 60 * 25 $20,594
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $934,989 + $475,517+ $20,594
$1,431,100
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-605-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
7.1 Segment Length 7.1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 10 TO CSAH 1 Termini TH 10 TO CSAH 1
518 Present AADT 518
2013 Year of Count 2013
1.4 Projection Factor 1.4
518 Projected Traffic 518
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
097594V USDOT Number 097594V
0.1 Located at Milepoint 0.1
1 Mainline Tracks 1
SIGNALS & GATES Protection Type SIGNALS & GATES
1984 Last Year Protection Upgraded 1984
32 Crossing Length 32
Last Year Surfaced
100% Percentage of Cost 100%
Comments
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
7.1 * 509993.88 / 60 * 25 *1.1
$1,659,605
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
7.1 * 2112 * 45.03 / 20 * 25 $844,042
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
7.1 * 12356.36 / 60 * 25 $36,554
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
325000 / 25 * 25 $325,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
32 * 1350 / 25 * 25 $43,200
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $1,659,605 + $844,042+ $36,554 + $325,000 +$43,200
$2,908,401
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-606-010
Original Current
ELMDALE Municipality ELMDALE
0.88 Segment Length 0.88
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 238 TO N LIMS ELMDALE Termini TH 238 TO N LIMS ELMDALE
567 Present AADT 567
2013 Year of Count 2013
1.4 Projection Factor 1.4
567 Projected Traffic 567
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 049-606-020 OL W/ CLCULVERT LINER
Comments 2013 SAP 049-606-020 OL W/ CLCULVERT LINER
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
88068 Structure Number 88068
0.45 Milepoint 0.45
1940 Year Built 1940
LITTLE TWO RIVER Feature Crossed LITTLE TWO RIVER
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
8 Culvert Width 8
6 Culvert Height 6
57 Culvert Length 57
95.99999493 Area of Waterway Opening 95.99999493
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.88 * 509993.88 / 60 * 25 *1.1
$205,698
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.88 * 2112 * 45.03 / 20 * 25 $104,614
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.88 * 12356.36 / 60 * 25 $4,531
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
57 * 95.99999493 * 15.47 /100 * 25 * 1.15
$24,337
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $205,698 + $104,614+ $4,531 + $24,337
$339,180
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-606-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.9 Segment Length 4.9
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
N CORP LIMS ELMDALE TO CSAH12
Termini N CORP LIMS ELMDALE TO CSAH12
567 Present AADT 567
2013 Year of Count 2013
1.4 Projection Factor 1.4
567 Projected Traffic 567
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 049-606-020 OL W/ CLCULVERT LINER
COMBINED SEGMENTS 020 & 030IN 2005
Comments 2013 SAP 049-606-020 OL W/ CLCULVERT LINER
COMBINED SEGMENTS 020 & 030IN 2005
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49516 Structure Number 49516
5.62 Milepoint 5.62
1969 Year Built 1969
SWAN RIVER Feature Crossed SWAN RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
70 Bridge Length 70
38.3 Bridge Width 38.3
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.9 * 509993.88 / 60 * 25 *1.1
$1,145,361
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.9 * 2112 * 45.03 / 20 * 25 $582,508
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.9 * 12356.36 / 60 * 25 $25,228
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
70 * 38.3 * 152 / 80 * 25 *1.15
$146,450
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,145,361 + $582,508+ $25,228 + $146,450
$1,899,547
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-608-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 39 TO S LIMS HILLMAN Termini CSAH 39 TO S LIMS HILLMAN
798 Present AADT 798
2013 Year of Count 2013
1.4 Projection Factor 1.4
798 Projected Traffic 798
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 509993.88 / 60 * 25 * 1.1 $233,747
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 45.03 / 20 * 25 $118,879
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 12356.36 / 60 * 25 $5,148
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $233,747 + $118,879+ $5,148
$357,774
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-608-020
Original Current
HILLMAN Municipality HILLMAN
1.26 Segment Length 1.26
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S LIMS HILLMAN TO N LIMSHILLMAN
Termini S LIMS HILLMAN TO N LIMSHILLMAN
798 Present AADT 798
2013 Year of Count 2013
1.4 Projection Factor 1.4
798 Projected Traffic 798
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.26 * 509993.88 / 60 * 25 *1.1
$294,521
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.26 * 2112 * 45.03 / 20 * 25 $149,788
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.26 * 12356.36 / 60 * 25 $6,487
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $294,521 + $149,788+ $6,487
$450,796
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-608-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.4 Segment Length 4.4
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
N LIM HILLMAN TO TH 27 Termini N LIM HILLMAN TO TH 27
798 Present AADT 798
2013 Year of Count 2013
1.4 Projection Factor 1.4
798 Projected Traffic 798
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
95103 Structure Number 95103
6.36 Milepoint 6.36
1982 Year Built 1982
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
14 Culvert Width 14
8 Culvert Height 8
50 Culvert Length 50
163.99985679 Area of Waterway Opening 163.99985679
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.4 * 509993.88 / 60 * 25 *1.1
$1,028,488
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.4 * 2112 * 45.03 / 20 * 25 $523,068
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.4 * 12356.36 / 60 * 25 $22,653
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
50 * 163.99985679 * 15.47 /100 * 25 * 1.15
$36,470
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,028,488 + $523,068+ $22,653 + $36,470
$1,610,679
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-608-060
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.6 Segment Length 5.6
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 27 TO N CO LINE Termini TH 27 TO N CO LINE
1470 Present AADT 1470
2013 Year of Count 2013
1.4 Projection Factor 1.4
1470 Projected Traffic 1470
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.6 * 509993.88 / 60 * 25 *1.1
$1,308,984
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.6 * 2112 * 45.03 / 20 * 25 $665,724
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.6 * 12356.36 / 60 * 25 $28,832
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,308,984 + $665,724+ $28,832
$2,003,540
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-609-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.2 Segment Length 2.2
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 238 TO 2.2 MI E Termini TH 238 TO 2.2 MI E
644 Present AADT 644
2013 Year of Count 2013
1.4 Projection Factor 1.4
644 Projected Traffic 644
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1996 Latest Year SA funds 1996
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.2 * 509993.88 / 60 * 25 *1.1
$514,244
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.2 * 2112 * 45.03 / 20 * 25 $261,534
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.2 * 12356.36 / 60 * 25 $11,327
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $514,244 + $261,534+ $11,327
$787,105
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-610-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 26 TO CSAH 34 Termini CSAH 26 TO CSAH 34
273 Present AADT 273
2013 Year of Count 2013
1.4 Projection Factor 1.4
273 Projected Traffic 273
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2010 OVERLAY SAP 49-610-04 Comments 2010 OVERLAY SAP 49-610-04
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
49J60 Structure Number 49J60
0.36 Milepoint 0.36
2010 Year Built 2010
DITCH Feature Crossed DITCH
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
5 Culvert Height 5
60 Culvert Length 60
48 Area of Waterway Opening 48
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 509993.88 / 60 * 25 * 1.1 $934,989
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 45.03 / 20 * 25 $475,517
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 12356.36 / 60 * 25 $20,594
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
60 * 48 * 15.47 / 100 * 25 *1.15
$12,809
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $934,989 + $475,517+ $20,594 + $12,809
$1,443,909
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-611-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
9 Segment Length 9
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 28 TO CSAH 14 Termini TH 28 TO CSAH 14
756 Present AADT 756
2013 Year of Count 2013
1.4 Projection Factor 1.4
756 Projected Traffic 756
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1994 Latest Year SA funds 1994
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
93313 Structure Number 93313
6.8 Milepoint 6.8
1978 Year Built 1978
S BR LITTLE ELK RIVER Feature Crossed S BR LITTLE ELK RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Barrels 3
10 Culvert Width 10
7 Culvert Height 7
50 Culvert Length 50
155 Area of Waterway Opening 155
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
9 * 509993.88 / 60 * 25 * 1.1 $2,103,725
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
9 * 2112 * 45.03 / 20 * 25 $1,069,913
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
9 * 12356.36 / 60 * 25 $46,336
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
50 * 155 * 15.47 / 100 * 25 *1.15
$34,469
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $2,103,725 +$1,069,913 + $46,336 +$34,469
$3,254,443
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-611-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.1 Segment Length 3.1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 14 TO TH 10 Termini CSAH 14 TO TH 10
560 Present AADT 560
2013 Year of Count 2013
1.4 Projection Factor 1.4
560 Projected Traffic 560
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
OLD CR 207 FROM CSAH 14 TO TH10 BECAME NEW CSAH 11 IN 2001SAP 49-611-08 OVERLAY IN 2001
Comments OLD CR 207 FROM CSAH 14 TO TH10 BECAME NEW CSAH 11 IN 2001SAP 49-611-08 OVERLAY IN 2001
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
92958 Structure Number 92958
10.816 Milepoint 10.816
1973 Year Built 1973
LITTLE ELK RIVER Feature Crossed LITTLE ELK RIVER
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
12 Culvert Width 12
8 Culvert Height 8
64 Culvert Length 64
131.99985848 Area of Waterway Opening 131.99985848
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.1 * 509993.88 / 60 * 25 *1.1
$724,616
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.1 * 2112 * 45.03 / 20 * 25 $368,526
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.1 * 12356.36 / 60 * 25 $15,960
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
64 * 131.99985848 * 15.47 /100 * 25 * 1.15
$37,573
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $724,616 + $368,526+ $15,960 + $37,573
$1,146,675
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-612-010
Original Current
SWANVILLE Municipality SWANVILLE
0.26 Segment Length 0.26
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 28 TO 0.26 MI E OF TH 28 Termini TH 28 TO 0.26 MI E OF TH 28
1400 Present AADT 1400
2013 Year of Count 2013
1.4 Projection Factor 1.4
1400 Projected Traffic 1400
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2009 Latest Year SA funds 2009
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RESURFACED IN 2009 SP 49-612-05
Comments RESURFACED IN 2009 SP 49-612-05
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.26 * 1375701.65 / 60 * 25* 1.15
$171,389
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.26 * 2904 * 45.03 / 15 * 25 $56,666
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.26 * 107006.55 / 60 * 25 $11,592
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $171,389 + $56,666 +$11,592
$239,647
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-612-020
Original Current
SWANVILLE Municipality SWANVILLE
0.3 Segment Length 0.3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.26 MI E OF TH 28 TO E LIMSWANVILLE
Termini 0.26 MI E OF TH 28 TO E LIMSWANVILLE
1470 Present AADT 1470
2013 Year of Count 2013
1.4 Projection Factor 1.4
1470 Projected Traffic 1470
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2009 Latest Year SA funds 2009
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONSTRUCTED IN 2009 SP 49-612-05
Comments RECONSTRUCTED IN 2009 SP 49-612-05
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 509993.88 / 60 * 25 *1.1
$70,124
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 45.03 / 20 * 25 $35,664
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 12356.36 / 60 * 25 $1,545
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $70,124 + $35,664 +$1,545
$107,333
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-612-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
6.4 Segment Length 6.4
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIM SWANVILLE TO W LIMSSOBIESKI
Termini E LIM SWANVILLE TO W LIMSSOBIESKI
1470 Present AADT 1470
2013 Year of Count 2013
1.4 Projection Factor 1.4
1470 Projected Traffic 1470
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2009 Latest Year SA funds 2009
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
COMBINED SEGMENTS 021 & 030IN 2005
RECONSTRUCTED 2009, SP 49-612-005
Comments COMBINED SEGMENTS 021 & 030IN 2005
RECONSTRUCTED 2009, SP 49-612-005
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49515 Structure Number 49515
4.18 Milepoint 4.18
1969 Year Built 1969
SWAN RIVER Feature Crossed SWAN RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
54 Bridge Length 54
32.5 Bridge Width 32.5
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
49J58 Structure Number 49J58
1.31 Milepoint 1.31
2009 Year Built 2009
DITCH Feature Crossed DITCH
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
4 Culvert Height 4
80 Culvert Length 80
38 Area of Waterway Opening 38
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6.4 * 509993.88 / 60 * 25 *1.1
$1,495,982
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6.4 * 2112 * 45.03 / 20 * 25 $760,827
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6.4 * 12356.36 / 60 * 25 $32,950
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
54 * 32.5 * 152 / 80 * 25 *1.15
$95,867
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
80 * 38 * 15.47 / 100 * 25 *1.15
$13,521
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $1,495,982 + $760,827+ $32,950 + $95,867 +$13,521
$2,399,147
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-612-060
Original Current
SOBIESKI Municipality SOBIESKI
2.23 Segment Length 2.23
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W LIMS SOBIESKI TO .23 MI E OFCSAH 6
Termini W LIMS SOBIESKI TO .23 MI E OFCSAH 6
1680 Present AADT 1680
2013 Year of Count 2013
1.4 Projection Factor 1.4
1680 Projected Traffic 1680
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SPLIT TO CORRECT SOBIESKILIMITS2010 OVERLAY SAP 49-612-08
Comments SPLIT TO CORRECT SOBIESKILIMITS2010 OVERLAY SAP 49-612-08
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
88066 Structure Number 88066
8.35 Milepoint 8.35
1915 Year Built 1915
DITCH Feature Crossed DITCH
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
8 Culvert Height 8
58 Culvert Length 58
80.00053397 Area of Waterway Opening 80.00053397
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
93788 Structure Number 93788
8.94 Milepoint 8.94
1972 Year Built 1972
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
9 Culvert Width 9
5 Culvert Height 5
128 Culvert Length 128
34.99989724 Area of Waterway Opening 34.99989724
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.23 * 644333.91 / 60 * 25 *1.1
$658,563
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.23 * 2376 * 45.03 / 20 * 25 $298,238
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.23 * 40855.37 / 60 * 25 $37,961
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
58 * 80.00053397 * 15.47 /100 * 25 * 1.15
$20,637
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
128 * 34.99989724 * 15.47 /100 * 25 * 1.15
$19,925
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $658,563 + $298,238+ $37,961 + $20,637 +$19,925
$1,035,324
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-612-080
Original Current
SOBIESKI Municipality SOBIESKI
0.7 Segment Length 0.7
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.23 MI E TO 0.93 MI E CSAH 6 Termini 0.23 MI E TO 0.93 MI E CSAH 6
1680 Present AADT 1680
2013 Year of Count 2013
1.4 Projection Factor 1.4
1680 Projected Traffic 1680
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2010 OVERLAY SAP 49-612-08 Comments 2010 OVERLAY SAP 49-612-08
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.7 * 1375701.65 / 60 * 25 *1.15
$461,433
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2904 * 45.03 / 15 * 25 $152,562
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 107006.55 / 60 * 25 $31,210
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $461,433 + $152,562+ $31,210
$645,205
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-612-090
Original Current
SOBIESKI Municipality SOBIESKI
0.82 Segment Length 0.82
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.93 MI E OF CSAH 6 TO E LIMSSOBIESKI
Termini 0.93 MI E OF CSAH 6 TO E LIMSSOBIESKI
1680 Present AADT 1680
2013 Year of Count 2013
1.4 Projection Factor 1.4
1680 Projected Traffic 1680
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2010 OVERLAY SAP 49-612-08 Comments 2010 OVERLAY SAP 49-612-08
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.82 * 644333.91 / 60 * 25 *1.1
$242,162
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.82 * 2376 * 45.03 / 20 * 25 $109,666
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.82 * 40855.37 / 60 * 25 $13,959
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $242,162 + $109,666+ $13,959
$365,787
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-612-100
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.7 Segment Length 1.7
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIMS SOBIESKI TO TH 238 Termini E LIMS SOBIESKI TO TH 238
1680 Present AADT 1680
2013 Year of Count 2013
1.4 Projection Factor 1.4
1680 Projected Traffic 1680
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2010 OVERLAY SAP 49-612-08 Comments 2010 OVERLAY SAP 49-612-08
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.7 * 644333.91 / 60 * 25 *1.1
$502,044
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.7 * 2376 * 45.03 / 20 * 25 $227,356
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.7 * 40855.37 / 60 * 25 $28,939
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $502,044 + $227,356+ $28,939
$758,339
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : MORRISON Segment Nbr : 049-613-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.1 Segment Length 0.1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 52 TO 0.1 MI E Termini CSAH 52 TO 0.1 MI E
3150 Present AADT 3150
2013 Year of Count 2013
1.4 Projection Factor 1.4
3150 Projected Traffic 3150
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Revised
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
097674N USDOT Number 097674N
0.1 Located at Milepoint 0.1
1 Mainline Tracks 1
SIGNALS & GATES Protection Type SIGNALS & GATES
1999 Last Year Protection Upgraded 1999
40 Crossing Length 40
0 Last Year Surfaced 0
100% Percentage of Cost 100%
HAS 1 MAINLINE AND ONE SIDERR TRACK - NEEDSAPPROPRIATE FOR SINGLETRACK ONLY.
Comments HAS 1 MAINLINE AND ONE SIDERR TRACK - NEEDSAPPROPRIATE FOR SINGLETRACK ONLY.
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.1 * 644333.91 / 60 * 25 *1.1
$29,532
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2376 * 45.03 / 20 * 25 $13,374
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 40855.37 / 60 * 25 $1,702
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
325000 / 25 * 25 $325,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
40 * 1350 / 25 * 25 $54,000
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $29,532 + $13,374 +$1,702 + $325,000 +$54,000
$423,608
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-613-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.1 MI E TO 0.6 MI NE OF CSAH 52 Termini 0.1 MI E TO 0.6 MI NE OF CSAH 52
1316 Present AADT 1316
2013 Year of Count 2013
1.4 Projection Factor 1.4
1316 Projected Traffic 1316
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 509993.88 / 60 * 25 *1.1
$116,874
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 45.03 / 20 * 25 $59,440
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 12356.36 / 60 * 25 $2,574
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $116,874 + $59,440 +$2,574
$178,888
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : MORRISON Segment Nbr : 049-613-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.5 Segment Length 5.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.6 MI NE OF CSAH 52 TO TH 115 Termini 0.6 MI NE OF CSAH 52 TO TH 115
1316 Present AADT 1316
2013 Year of Count 2013
1.4 Projection Factor 1.4
1316 Projected Traffic 1316
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 049-613-004 OL Comments 2016 SAP 049-613-004 OL
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49543 Structure Number 49543
1.72 Milepoint 1.72
1995 Year Built 1995
LITTLE ELK RIVER Feature Crossed LITTLE ELK RIVER
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Spans 1
94.1 Bridge Length 94.1
43.3 Bridge Width 43.3
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.5 * 509993.88 / 60 * 25 *1.1
$1,285,610
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.5 * 2112 * 45.03 / 20 * 25 $653,836
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.5 * 12356.36 / 60 * 25 $28,317
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
94.1 * 43.3 * 152 / 80 * 25 *1.15
$222,571
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,285,610 + $653,836+ $28,317 + $222,571
$2,190,334
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : MORRISON Segment Nbr : 049-614-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
6.4 Segment Length 6.4
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CO LINE TO W LIMS RANDALL Termini W CO LINE TO W LIMS RANDALL
770 Present AADT 770
2013 Year of Count 2013
1.4 Projection Factor 1.4
770 Projected Traffic 770
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 049-614-013 OL
SAP 49-614-11 OVERLAY IN 2001COMBINED SEGMENTS 010 & 020IN 2005
Comments 2016 SAP 049-614-013 OL
SAP 49-614-11 OVERLAY IN 2001COMBINED SEGMENTS 010 & 020IN 2005
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6.4 * 509993.88 / 60 * 25 *1.1
$1,495,982
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6.4 * 2112 * 45.03 / 20 * 25 $760,827
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6.4 * 12356.36 / 60 * 25 $32,950
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,495,982 + $760,827+ $32,950
$2,289,759
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : MORRISON Segment Nbr : 049-614-030
Original Current
RANDALL Municipality RANDALL
0.3 Segment Length 0.3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W LIMS RANDALL TO TH 10 Termini W LIMS RANDALL TO TH 10
1372 Present AADT 1372
2013 Year of Count 2013
1.4 Projection Factor 1.4
1372 Projected Traffic 1372
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 049-614-013 OL Comments 2016 SAP 049-614-013 OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 1375701.65 / 60 * 25 *1.15
$197,757
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2904 * 45.03 / 15 * 25 $65,384
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 107006.55 / 60 * 25 $13,376
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,757 + $65,384 +$13,376
$276,517
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : MORRISON Segment Nbr : 049-614-040
Original Current
RANDALL Municipality RANDALL
0.21 Segment Length 0.21
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 10 TO CSAH 1 Termini TH 10 TO CSAH 1
1890 Present AADT 1890
2013 Year of Count 2013
1.4 Projection Factor 1.4
1890 Projected Traffic 1890
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 049-614-013 OL
RECONSTRUCTED 2009, SAP 49-614-012
Comments 2016 SAP 049-614-013 OL
RECONSTRUCTED 2009, SAP 49-614-012
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Original
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
097590T USDOT Number 097590T
0.2 Located at Milepoint 0.2
2 Mainline Tracks 2
SIGNALS & GATES Protection Type SIGNALS & GATES
2009 Last Year Protection Upgraded 2009
41 Crossing Length 41
Last Year Surfaced
100% Percentage of Cost 100%
Comments
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.21 * 1375701.65 / 60 * 25* 1.15
$138,430
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.21 * 2904 * 45.03 / 15 * 25 $45,768
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.21 * 107006.55 / 60 * 25 $9,363
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
325000 / 25 * 25 $325,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
41 * 1350 / 25 * 25 $55,350
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$0 + $138,430 + $45,768 +$9,363 + $325,000 +$55,350
$573,911
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-615-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
8.7 Segment Length 8.7
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 19 TO S LIMS SWANVILLE Termini CSAH 19 TO S LIMS SWANVILLE
609 Present AADT 609
2013 Year of Count 2013
1.4 Projection Factor 1.4
609 Projected Traffic 609
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1997 Latest Year SA funds 1997
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
COMBINED SEGMENTS 010 & 020IN 2005
Comments COMBINED SEGMENTS 010 & 020IN 2005
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
8.7 * 509993.88 / 60 * 25 *1.1
$2,033,601
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
8.7 * 2112 * 45.03 / 20 * 25 $1,034,249
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
8.7 * 12356.36 / 60 * 25 $44,792
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $2,033,601 +$1,034,249 + $44,792
$3,112,642
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-616-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.2 Segment Length 3.2
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CO LINE TO TH 10 Termini W CO LINE TO TH 10
399 Present AADT 399
2013 Year of Count 2013
1.4 Projection Factor 1.4
399 Projected Traffic 399
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 049-616-007 M&OL
2012 SAP 049-616-006 CULVERTLINERS
Comments 2013 SAP 049-616-007 M&OL
2012 SAP 049-616-006 CULVERTLINERS
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
49J65 Structure Number 49J65
1.4 Milepoint 1.4
2010 Year Built 2010
LITTLE ELK RIVER Feature Crossed LITTLE ELK RIVER
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
10 Culvert Width 10
8 Culvert Height 8
62 Culvert Length 62
156 Area of Waterway Opening 156
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.2 * 509993.88 / 60 * 25 *1.1
$747,991
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.2 * 2112 * 45.03 / 20 * 25 $380,413
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.2 * 12356.36 / 60 * 25 $16,475
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
62 * 156 * 15.47 / 100 * 25 *1.15
$43,017
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $747,991 + $380,413+ $16,475 + $43,017
$1,187,896
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-617-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.4 Segment Length 1.4
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 238 TO LITTLE FALLS CITYLIMITS
Termini TH 238 TO LITTLE FALLS CITYLIMITS
602 Present AADT 602
2013 Year of Count 2013
1.4 Projection Factor 1.4
602 Projected Traffic 602
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
NEW CSAH 17 IN 2005 (OLD CR223)2010 RECONSTRUCTION SAP 49-617-05 AND SAP 49-617-06
Comments NEW CSAH 17 IN 2005 (OLD CR223)2010 RECONSTRUCTION SAP 49-617-05 AND SAP 49-617-06
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
49J61 Structure Number 49J61
0.66 Milepoint 0.66
2010 Year Built 2010
PIKE CREEK Feature Crossed PIKE CREEK
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Barrels 3
14 Culvert Width 14
9 Culvert Height 9
56 Culvert Length 56
344 Area of Waterway Opening 344
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.4 * 509993.88 / 60 * 25 *1.1
$327,246
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.4 * 2112 * 45.03 / 20 * 25 $166,431
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.4 * 12356.36 / 60 * 25 $7,208
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
56 * 344 * 15.47 / 100 * 25 *1.15
$85,679
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $327,246 + $166,431+ $7,208 + $85,679
$586,564
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-617-020
Original Current
LITTLE FALLS Municipality LITTLE FALLS
0.85 Segment Length 0.85
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
LITTLE FALLS CITY LIMITS TOCSAH 52
Termini LITTLE FALLS CITY LIMITS TOCSAH 52
602 Present AADT 602
2013 Year of Count 2013
1.4 Projection Factor 1.4
602 Projected Traffic 602
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2011 Latest Year SA funds 2011
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
NEW CSAH 17 IN 2005 (OLD CR223)
Comments NEW CSAH 17 IN 2005 (OLD CR223)
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.85 * 1375701.65 / 60 * 25* 1.15
$560,312
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.85 * 2904 * 45.03 / 15 * 25 $185,253
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.85 * 107006.55 / 60 * 25 $37,898
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $560,312 + $185,253+ $37,898
$783,463
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-618-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.1 Segment Length 3.1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
ALONG W CO LINE E TO TH 10 Termini ALONG W CO LINE E TO TH 10
266 Present AADT 266
2013 Year of Count 2013
1.4 Projection Factor 1.4
266 Projected Traffic 266
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 049-618-004 M&OL
2012 SAP 049-618-005 CULVERTLINERS, SHORT RCL
Comments 2013 SAP 049-618-004 M&OL
2012 SAP 049-618-005 CULVERTLINERS, SHORT RCL
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
88060 Structure Number 88060
1.47 Milepoint 1.47
1940 Year Built 1940
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
5 Culvert Height 5
43 Culvert Length 43
50 Area of Waterway Opening 50
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.1 * 509993.88 / 60 * 25 *1.1
$724,616
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.1 * 2112 * 45.03 / 20 * 25 $368,526
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.1 * 12356.36 / 60 * 25 $15,960
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
43 * 50 * 15.47 / 100 * 25 *1.15
$9,562
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $724,616 + $368,526+ $15,960 + $9,562
$1,118,664
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-619-009
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.1 Segment Length 1.1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
ALONG W CO LINE TO 1.10 MI N Termini ALONG W CO LINE TO 1.10 MI N
476 Present AADT 476
2013 Year of Count 2013
1.4 Projection Factor 1.4
476 Projected Traffic 476
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SURFACED 2008 UNDER SP 49-619-007, TIED TO SP 77-641-003
Comments SURFACED 2008 UNDER SP 49-619-007, TIED TO SP 77-641-003
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.1 * 509993.88 / 60 * 25 *1.1
$257,122
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.1 * 2112 * 45.03 / 20 * 25 $130,767
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.1 * 12356.36 / 60 * 25 $5,663
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $257,122 + $130,767+ $5,663
$393,552
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-619-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.5 Segment Length 2.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CO LINE TO CSAH 15 Termini W CO LINE TO CSAH 15
1162 Present AADT 1162
2013 Year of Count 2013
1.4 Projection Factor 1.4
1162 Projected Traffic 1162
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1997 Latest Year SA funds 1997
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.5 * 509993.88 / 60 * 25 *1.1
$584,368
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.5 * 2112 * 45.03 / 20 * 25 $297,198
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.5 * 12356.36 / 60 * 25 $12,871
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $584,368 + $297,198+ $12,871
$894,437
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-619-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 15 TO W LIM UPSALA Termini CSAH 15 TO W LIM UPSALA
1750 Present AADT 1750
2013 Year of Count 2013
1.4 Projection Factor 1.4
1750 Projected Traffic 1750
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1997 Latest Year SA funds 1997
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 644333.91 / 60 * 25 *1.1
$147,660
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2376 * 45.03 / 20 * 25 $66,870
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 40855.37 / 60 * 25 $8,512
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $147,660 + $66,870 +$8,512
$223,042
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-619-030
Original Current
UPSALA Municipality UPSALA
0.58 Segment Length 0.58
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W LIM UPSALA TO 0.58 MI E Termini W LIM UPSALA TO 0.58 MI E
1750 Present AADT 1750
2013 Year of Count 2013
1.4 Projection Factor 1.4
1750 Projected Traffic 1750
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1997 Latest Year SA funds 1997
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.58 * 644333.91 / 60 * 25 *1.1
$171,285
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.58 * 2376 * 45.03 / 20 * 25 $77,569
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.58 * 40855.37 / 60 * 25 $9,873
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $171,285 + $77,569 +$9,873
$258,727
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-619-040
Original Current
UPSALA Municipality UPSALA
0.19 Segment Length 0.19
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.58 MI E OF W LIM UPSALA TO TH238
Termini 0.58 MI E OF W LIM UPSALA TO TH238
1750 Present AADT 1750
2013 Year of Count 2013
1.4 Projection Factor 1.4
1750 Projected Traffic 1750
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1997 Latest Year SA funds 1997
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.19 * 1375701.65 / 60 * 25* 1.15
$125,246
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.19 * 2904 * 45.03 / 15 * 25 $41,410
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.19 * 107006.55 / 60 * 25 $8,471
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $125,246 + $41,410 +$8,471
$175,127
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : MORRISON Segment Nbr : 049-620-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.2 Segment Length 4.2
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
US 10 TO CSAH 3 Termini US 10 TO CSAH 3
714 Present AADT 714
2013 Year of Count 2013
1.4 Projection Factor 1.4
714 Projected Traffic 714
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
2016 SAP 049-620-005 M&OL
COMBINED SEGMENTS 010,020
Comments 2016 SAP 049-620-005 M&OL
COMBINED SEGMENTS 010,020
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
4558 Structure Number 4558
0.31 Milepoint 0.31
1928 Year Built 1928
BNSF RR Feature Crossed BNSF RR
HWY / R.R. Type of Service HWY / R.R.
5 Number of Spans 5
153 Bridge Length 153
46.2 Bridge Width 46.2
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Culvert Information Status: Original
Original Current
614 Structure Number 614
3.342 Milepoint 3.342
1925 Year Built 1925
FISH TRAP CREEK Feature Crossed FISH TRAP CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
10 Culvert Width 10
6 Culvert Height 6
46 Culvert Length 46
120.00026276 Area of Waterway Opening 120.00026276
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.2 * 509993.88 / 60 * 25 *1.1
$981,738
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.2 * 2112 * 45.03 / 20 * 25 $499,293
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.2 * 12356.36 / 60 * 25 $21,624
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
153 * 46.2 * 138 / 80 * 25 *1.15
$350,558
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
46 * 120.00026276 * 15.47 /100 * 25 * 1.15
$24,551
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $981,738 + $499,293+ $21,624 + $350,558 +$24,551
$1,877,764
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-621-010
Original Current
UPSALA Municipality UPSALA
0.24 Segment Length 0.24
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 238 TO 0.24 MI E Termini TH 238 TO 0.24 MI E
1316 Present AADT 1316
2013 Year of Count 2013
1.4 Projection Factor 1.4
1316 Projected Traffic 1316
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1997 Latest Year SA funds 1997
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.24 * 1375701.65 / 60 * 25* 1.15
$158,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.24 * 2904 * 45.03 / 15 * 25 $52,307
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.24 * 107006.55 / 60 * 25 $10,701
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $158,206 + $52,307 +$10,701
$221,214
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-621-020
Original Current
UPSALA Municipality UPSALA
1.05 Segment Length 1.05
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.24 MI E TH 238 TO E LIM UPSALA Termini 0.24 MI E TH 238 TO E LIM UPSALA
1316 Present AADT 1316
2013 Year of Count 2013
1.4 Projection Factor 1.4
1316 Projected Traffic 1316
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1997 Latest Year SA funds 1997
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.05 * 509993.88 / 60 * 25 *1.1
$245,435
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.05 * 2112 * 45.03 / 20 * 25 $124,823
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.05 * 12356.36 / 60 * 25 $5,406
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $245,435 + $124,823+ $5,406
$375,664
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-621-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.5 Segment Length 2.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIM UPSALA TO CSAH 1 Termini E LIM UPSALA TO CSAH 1
1316 Present AADT 1316
2013 Year of Count 2013
1.4 Projection Factor 1.4
1316 Projected Traffic 1316
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1997 Latest Year SA funds 1997
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49503 Structure Number 49503
2.83 Milepoint 2.83
1964 Year Built 1964
TWO RIVERS Feature Crossed TWO RIVERS
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
48.8 Bridge Length 48.8
32.5 Bridge Width 32.5
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
6924 Structure Number 6924
2.35 Milepoint 2.35
1933 Year Built 1933
TWO RIVERS Feature Crossed TWO RIVERS
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
6 Culvert Height 6
48 Culvert Length 48
60.00013138 Area of Waterway Opening 60.00013138
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.5 * 509993.88 / 60 * 25 *1.1
$584,368
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.5 * 2112 * 45.03 / 20 * 25 $297,198
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.5 * 12356.36 / 60 * 25 $12,871
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
48.8 * 32.5 * 152 / 80 * 25 *1.15
$86,635
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
48 * 60.00013138 * 15.47 /100 * 25 * 1.15
$12,809
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $584,368 + $297,198+ $12,871 + $86,635 +$12,809
$993,881
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-621-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 1 TO CSAH 24 Termini CSAH 1 TO CSAH 24
1316 Present AADT 1316
2013 Year of Count 2013
1.4 Projection Factor 1.4
1316 Projected Traffic 1316
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1997 Latest Year SA funds 1997
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49513 Structure Number 49513
7.58 Milepoint 7.58
1970 Year Built 1970
S BR TWO RIVERS Feature Crossed S BR TWO RIVERS
STREAM CROSSING Type of Service STREAM CROSSING
4 Number of Spans 4
104.5 Bridge Length 104.5
34.9 Bridge Width 34.9
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 509993.88 / 60 * 25 * 1.1 $934,989
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 45.03 / 20 * 25 $475,517
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 12356.36 / 60 * 25 $20,594
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
104.5 * 34.9 * 152 / 80 * 25* 1.15
$199,220
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $934,989 + $475,517+ $20,594 + $199,220
$1,630,320
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-621-050
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.7 Segment Length 2.7
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 24 TO CSAH 25 Termini CSAH 24 TO CSAH 25
966 Present AADT 966
2013 Year of Count 2013
1.4 Projection Factor 1.4
966 Projected Traffic 966
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1997 Latest Year SA funds 1997
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.7 * 509993.88 / 60 * 25 *1.1
$631,117
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.7 * 2112 * 45.03 / 20 * 25 $320,974
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.7 * 12356.36 / 60 * 25 $13,901
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $631,117 + $320,974+ $13,901
$965,992
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-621-060
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 25 TO 0.5 MI SE Termini CSAH 25 TO 0.5 MI SE
1246 Present AADT 1246
2013 Year of Count 2013
1.4 Projection Factor 1.4
1246 Projected Traffic 1246
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1997 Latest Year SA funds 1997
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 509993.88 / 60 * 25 *1.1
$116,874
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 45.03 / 20 * 25 $59,440
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 12356.36 / 60 * 25 $2,574
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $116,874 + $59,440 +$2,574
$178,888
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-621-070
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.8 Segment Length 3.8
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.5 MI SE OF CSAH 25 TO SO COLINE
Termini 0.5 MI SE OF CSAH 25 TO SO COLINE
1246 Present AADT 1246
2013 Year of Count 2013
1.4 Projection Factor 1.4
1246 Projected Traffic 1246
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1997 Latest Year SA funds 1997
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
COMBINED 070,080,090 BECAUSEBRIDGE REPLACEMENT DOESNOT REMOVE NEEDS.
Comments COMBINED 070,080,090 BECAUSEBRIDGE REPLACEMENT DOESNOT REMOVE NEEDS.
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
49J32 Structure Number 49J32
12.81 Milepoint 12.81
2003 Year Built 2003
SPUNK CREEK Feature Crossed SPUNK CREEK
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Barrels 3
12 Culvert Width 12
8 Culvert Height 8
122 Culvert Length 122
250.00018862 Area of Waterway Opening 250.00018862
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.8 * 509993.88 / 60 * 25 *1.1
$888,239
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.8 * 2112 * 45.03 / 20 * 25 $451,741
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.8 * 12356.36 / 60 * 25 $19,564
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
122 * 250.00018862 * 15.47/ 100 * 25 * 1.15
$135,653
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $888,239 + $451,741+ $19,564 + $135,653
$1,495,197
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-622-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
6.2 Segment Length 6.2
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 27 TO TH 10 Termini TH 27 TO TH 10
483 Present AADT 483
2013 Year of Count 2013
1.4 Projection Factor 1.4
483 Projected Traffic 483
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 049-622-004 M&OL
COMBINED 010,020
Comments 2013 SAP 049-622-004 M&OL
COMBINED 010,020
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6.2 * 509993.88 / 60 * 25 *1.1
$1,449,233
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6.2 * 2112 * 45.03 / 20 * 25 $737,051
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6.2 * 12356.36 / 60 * 25 $31,921
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,449,233 + $737,051+ $31,921
$2,218,205
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : MORRISON Segment Nbr : 049-623-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 39 TO TH 27 Termini CSAH 39 TO TH 27
812 Present AADT 812
2013 Year of Count 2013
1.4 Projection Factor 1.4
812 Projected Traffic 812
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 049-623-011 OL
2015 SAP 049-623-013 OL
Comments 2016 SAP 049-623-011 OL
2015 SAP 049-623-013 OL
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
49J02 Structure Number 49J02
1.03 Milepoint 1.03
1996 Year Built 1996
SKUNK RIVER Feature Crossed SKUNK RIVER
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
14 Culvert Width 14
10 Culvert Height 10
72 Culvert Length 72
197.99978772 Area of Waterway Opening 197.99978772
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3 * 509993.88 / 60 * 25 * 1.1 $701,242
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 45.03 / 20 * 25 $356,638
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 12356.36 / 60 * 25 $15,445
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
72 * 197.99978772 * 15.47 /100 * 25 * 1.15
$63,405
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $701,242 + $356,638+ $15,445 + $63,405
$1,136,730
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : MORRISON Segment Nbr : 049-623-020
Original Current
LASTRUP Municipality LASTRUP
0.29 Segment Length 0.29
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 27 TO N LIMS LASTRUP Termini TH 27 TO N LIMS LASTRUP
1470 Present AADT 1470
2013 Year of Count 2013
1.4 Projection Factor 1.4
1470 Projected Traffic 1470
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 049-623-011 OL
SAP 49-623-10 RECONSTRUCTIONIN 2001
Comments 2016 SAP 049-623-011 OL
SAP 49-623-10 RECONSTRUCTIONIN 2001
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.29 * 509993.88 / 60 * 25 *1.1
$67,787
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.29 * 2112 * 45.03 / 20 * 25 $34,475
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.29 * 12356.36 / 60 * 25 $1,493
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $67,787 + $34,475 +$1,493
$103,755
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : MORRISON Segment Nbr : 049-623-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.8 Segment Length 3.8
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
N LIMS LASTRUP TO CSAH 48 Termini N LIMS LASTRUP TO CSAH 48
609 Present AADT 609
2013 Year of Count 2013
1.4 Projection Factor 1.4
609 Projected Traffic 609
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 049-623-011 OL
SAP 49-623-10 RECONSTRUCTIONIN 2001
Comments 2016 SAP 049-623-011 OL
SAP 49-623-10 RECONSTRUCTIONIN 2001
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.8 * 509993.88 / 60 * 25 *1.1
$888,239
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.8 * 2112 * 45.03 / 20 * 25 $451,741
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.8 * 12356.36 / 60 * 25 $19,564
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $888,239 + $451,741+ $19,564
$1,359,544
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-623-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.7 Segment Length 0.7
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 48 TO S LIM HARDING Termini CSAH 48 TO S LIM HARDING
609 Present AADT 609
2013 Year of Count 2013
1.4 Projection Factor 1.4
609 Projected Traffic 609
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
SAP 49-623-10 RECONSTRUCTIONIN 2001
Comments SAP 49-623-10 RECONSTRUCTIONIN 2001
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.7 * 509993.88 / 60 * 25 *1.1
$163,623
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2112 * 45.03 / 20 * 25 $83,215
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 12356.36 / 60 * 25 $3,604
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $163,623 + $83,215 +$3,604
$250,442
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-623-050
Original Current
HARDING Municipality HARDING
0.25 Segment Length 0.25
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S LIMS HARDING TO CSAH 51 Termini S LIMS HARDING TO CSAH 51
784 Present AADT 784
2013 Year of Count 2013
1.4 Projection Factor 1.4
784 Projected Traffic 784
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.25 * 509993.88 / 60 * 25 *1.1
$58,437
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.25 * 2112 * 45.03 / 20 * 25 $29,720
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.25 * 12356.36 / 60 * 25 $1,287
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $58,437 + $29,720 +$1,287
$89,444
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-623-060
Original Current
HARDING Municipality HARDING
0.5 Segment Length 0.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 51 TO N LIMS HARDING Termini CSAH 51 TO N LIMS HARDING
518 Present AADT 518
2013 Year of Count 2013
1.4 Projection Factor 1.4
518 Projected Traffic 518
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2001 Latest Year SA funds 2001
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 509993.88 / 60 * 25 *1.1
$116,874
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2112 * 45.03 / 20 * 25 $59,440
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 12356.36 / 60 * 25 $2,574
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $116,874 + $59,440 +$2,574
$178,888
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : MORRISON Segment Nbr : 049-623-070
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.5 Segment Length 2.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
N LIMS HARDING TO N CO LINE Termini N LIMS HARDING TO N CO LINE
518 Present AADT 518
2013 Year of Count 2013
1.4 Projection Factor 1.4
518 Projected Traffic 518
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 049-623-001 CULVERTR&R
Comments 2016 SAP 049-623-001 CULVERTR&R
Interchange Override
Segment Override
Culvert Information Status: Revised
Original Current
49J87 Structure Number 49J87
9.87 Milepoint 9.87
2016 Year Built 2016
PLATTE RIVER Feature Crossed PLATTE RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Barrels 3
10 Culvert Width 10
8 Culvert Height 8
54 Culvert Length 54
220 Area of Waterway Opening 220
100% Shared Structure 100%
2016 SAP 049-623-001 CULVERTR&R, AWW FROM BR LOG
Comments 2016 SAP 049-623-001 CULVERTR&R, AWW FROM BR LOG
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
88083 Structure Number 88083
8.79 Milepoint 8.79
1947 Year Built 1947
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
4 Culvert Height 4
60 Culvert Length 60
39.99972879 Area of Waterway Opening 39.99972879
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.5 * 509993.88 / 60 * 25 *1.1
$584,368
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.5 * 2112 * 45.03 / 20 * 25 $297,198
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.5 * 12356.36 / 60 * 25 $12,871
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
54 * 220 * 15.47 / 100 * 25 *1.15
$52,838
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
60 * 39.99972879 * 15.47 /100 * 25 * 1.15
$10,674
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $584,368 + $297,198+ $12,871 + $52,838 +$10,674
$957,949
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-624-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.5 Segment Length 2.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SO CO LINE TO S LIMS BOWLUS Termini SO CO LINE TO S LIMS BOWLUS
2310 Present AADT 2310
2013 Year of Count 2013
1.4 Projection Factor 1.4
2310 Projected Traffic 2310
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONST IN 2004 SAP 49-624-03 Comments RECONST IN 2004 SAP 49-624-03
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
91978 Structure Number 91978
2.09 Milepoint 2.09
1978 Year Built 1978
TWO RIVERS Feature Crossed TWO RIVERS
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
14 Culvert Width 14
9 Culvert Height 9
80 Culvert Length 80
199.99972034 Area of Waterway Opening 199.99972034
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.5 * 644333.91 / 60 * 25 *1.1
$738,299
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.5 * 2376 * 45.03 / 20 * 25 $334,348
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.5 * 40855.37 / 60 * 25 $42,558
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
80 * 199.99972034 * 15.47 /100 * 25 * 1.15
$71,162
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $738,299 + $334,348+ $42,558 + $71,162
$1,186,367
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-624-020
Original Current
BOWLUS Municipality BOWLUS
1 Segment Length 1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SO LIMS BOWLUS TO NO LIMS Termini SO LIMS BOWLUS TO NO LIMS
2310 Present AADT 2310
2013 Year of Count 2013
1.4 Projection Factor 1.4
2310 Projected Traffic 2310
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONST IN 2004 UNDER SAP 49-624-03
Comments RECONST IN 2004 UNDER SAP 49-624-03
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 644333.91 / 60 * 25 * 1.1 $295,320
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2376 * 45.03 / 20 * 25 $133,739
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 40855.37 / 60 * 25 $17,023
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $295,320 + $133,739+ $17,023
$446,082
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-624-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NO LIMS BOWLUS TO TH 238 Termini NO LIMS BOWLUS TO TH 238
2310 Present AADT 2310
2013 Year of Count 2013
1.4 Projection Factor 1.4
2310 Projected Traffic 2310
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONST IN 2004 UNDER SAP 49-624-03
Comments RECONST IN 2004 UNDER SAP 49-624-03
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 644333.91 / 60 * 25 *1.1
$147,660
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2376 * 45.03 / 20 * 25 $66,870
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 40855.37 / 60 * 25 $8,512
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $147,660 + $66,870 +$8,512
$223,042
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-625-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.6 Segment Length 1.6
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 21 TO CSAH 26 Termini CSAH 21 TO CSAH 26
574 Present AADT 574
2013 Year of Count 2013
1.4 Projection Factor 1.4
574 Projected Traffic 574
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 SAP 049-625-005 OL Comments 2015 SAP 049-625-005 OL
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
92880 Structure Number 92880
1.53 Milepoint 1.53
1971 Year Built 1971
TWO RIVERS Feature Crossed TWO RIVERS
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Barrels 3
14 Culvert Width 14
8 Culvert Height 8
82 Culvert Length 82
246.00032338 Area of Waterway Opening 246.00032338
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.6 * 509993.88 / 60 * 25 *1.1
$373,996
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2112 * 45.03 / 20 * 25 $190,207
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 12356.36 / 60 * 25 $8,238
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
82 * 246.00032338 * 15.47 /100 * 25 * 1.15
$89,718
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $373,996 + $190,207+ $8,238 + $89,718
$662,159
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-626-010
Original Current
BOWLUS Municipality BOWLUS
0.75 Segment Length 0.75
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 24 TO E LIMS BOWLUS Termini CSAH 24 TO E LIMS BOWLUS
2030 Present AADT 2030
2013 Year of Count 2013
1.4 Projection Factor 1.4
2030 Projected Traffic 2030
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SP 049-626-027 ER FUNDSSM CULVERTS
2007 OVERLAY SAP 49-626-20
Comments 2013 SP 049-626-027 ER FUNDSSM CULVERTS
2007 OVERLAY SAP 49-626-20
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.75 * 644333.91 / 60 * 25 *1.1
$221,490
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.75 * 2376 * 45.03 / 20 * 25 $100,304
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.75 * 40855.37 / 60 * 25 $12,767
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $221,490 + $100,304+ $12,767
$334,561
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-626-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.9 Segment Length 1.9
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIMS BOWLUS TO CSAH 25 Termini E LIMS BOWLUS TO CSAH 25
2030 Present AADT 2030
2013 Year of Count 2013
1.4 Projection Factor 1.4
2030 Projected Traffic 2030
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2007 OVERLAY SAP 49-626-20 Comments 2007 OVERLAY SAP 49-626-20
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.9 * 644333.91 / 60 * 25 *1.1
$561,107
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.9 * 2376 * 45.03 / 20 * 25 $254,104
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.9 * 40855.37 / 60 * 25 $32,344
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $561,107 + $254,104+ $32,344
$847,555
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-626-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.8 Segment Length 2.8
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 25 TO W LIMS ROYALTON Termini CSAH 25 TO W LIMS ROYALTON
2660 Present AADT 2660
2013 Year of Count 2013
1.4 Projection Factor 1.4
2660 Projected Traffic 2660
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
NEEDS REINSTATEMENT AND2007 OVERLAY SAP 49-626-20
Comments NEEDS REINSTATEMENT AND2007 OVERLAY SAP 49-626-20
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49528 Structure Number 49528
3.05 Milepoint 3.05
1983 Year Built 1983
MISSISSIPPI RIVER Feature Crossed MISSISSIPPI RIVER
STREAM CROSSING Type of Service STREAM CROSSING
4 Number of Spans 4
420 Bridge Length 420
43.3 Bridge Width 43.3
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.8 * 644333.91 / 60 * 25 *1.1
$826,895
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.8 * 2376 * 45.03 / 20 * 25 $374,469
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.8 * 40855.37 / 60 * 25 $47,665
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
420 * 43.3 * 138 / 80 * 25 *1.15
$901,912
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $826,895 + $374,469+ $47,665 + $901,912
$2,150,941
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-626-040
Original Current
ROYALTON Municipality ROYALTON
0.28 Segment Length 0.28
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W LIMITS ROYALTON TO 0.22 MI WOF TH 10
Termini W LIMITS ROYALTON TO 0.22 MI WOF TH 10
2660 Present AADT 2660
2013 Year of Count 2013
1.4 Projection Factor 1.4
2660 Projected Traffic 2660
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2007 OVERLAY SAP 49-626-20 Comments 2007 OVERLAY SAP 49-626-20
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.28 * 644333.91 / 60 * 25 *1.1
$82,690
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.28 * 2376 * 45.03 / 20 * 25 $37,447
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.28 * 40855.37 / 60 * 25 $4,766
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $82,690 + $37,447 +$4,766
$124,903
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : MORRISON Segment Nbr : 049-626-045
Original Current
ROYALTON Municipality ROYALTON
0.22 Segment Length 0.22
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.22 M W TO TH 10 Termini 0.22 M W TO TH 10
3220 Present AADT 3220
2013 Year of Count 2013
1.4 Projection Factor 1.4
3220 Projected Traffic 3220
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1997 Latest Year SA funds 1997
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
RailRoadCrossingInformation
Status: Revised
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
097638T USDOT Number 097638T
0.12 Located at Milepoint 0.12
2 Mainline Tracks 2
SIGNALS & GATES Protection Type SIGNALS & GATES
1986 Last Year Protection Upgraded 1986
48 Crossing Length 48
0 Last Year Surfaced 0
100% Percentage of Cost 100%
RAIL DATA SHOWS 2 MAINTRACKS.
Comments RAIL DATA SHOWS 2 MAINTRACKS.
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.22 * 1375701.65 / 60 * 25* 1.15
$145,022
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.22 * 2904 * 45.03 / 15 * 25 $47,948
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.22 * 107006.55 / 60 * 25 $9,809
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
325000 / 25 * 25 $325,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
48 * 1350 / 25 * 25 $64,800
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface
$35,156 + $145,022 +$47,948 + $9,809 +$325,000 + $64,800
$627,735
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-626-050
Original Current
ROYALTON Municipality ROYALTON
0.53 Segment Length 0.53
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 10 TO CO RD 234 Termini TH 10 TO CO RD 234
3220 Present AADT 3220
2013 Year of Count 2013
1.4 Projection Factor 1.4
3220 Projected Traffic 3220
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1994 Latest Year SA funds 1994
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
REINSTATEMENT Comments REINSTATEMENT
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49512 Structure Number 49512
6.05 Milepoint 6.05
1970 Year Built 1970
PLATTE RIVER Feature Crossed PLATTE RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
174.8 Bridge Length 174.8
38.1 Bridge Width 38.1
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.53 * 1375701.65 / 60 * 25* 1.15
$349,371
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.53 * 2904 * 45.03 / 15 * 25 $115,511
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.53 * 107006.55 / 60 * 25 $23,631
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
174.8 * 38.1 * 138 / 80 * 25* 1.15
$330,288
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$35,156 + $349,371 +$115,511 + $23,631 +$330,288
$853,957
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-626-060
Original Current
ROYALTON Municipality ROYALTON
0.24 Segment Length 0.24
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CO RD 234 TO E LIM ROYALTON Termini CO RD 234 TO E LIM ROYALTON
1540 Present AADT 1540
2013 Year of Count 2013
1.4 Projection Factor 1.4
1540 Projected Traffic 1540
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.24 * 644333.91 / 60 * 25 *1.1
$70,877
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.24 * 2376 * 45.03 / 20 * 25 $32,097
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.24 * 40855.37 / 60 * 25 $4,086
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $70,877 + $32,097 +$4,086
$107,060
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-626-070
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
9 Segment Length 9
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIM ROYALTON TO TH 25 Termini E LIM ROYALTON TO TH 25
1540 Present AADT 1540
2013 Year of Count 2013
1.4 Projection Factor 1.4
1540 Projected Traffic 1540
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
7343 Structure Number 7343
10.24 Milepoint 10.24
1936 Year Built 1936
LITTLE ROCK CREEK Feature Crossed LITTLE ROCK CREEK
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Barrels 3
10 Culvert Width 10
8 Culvert Height 8
44 Culvert Length 44
240.00052552 Area of Waterway Opening 240.00052552
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
9 * 644333.91 / 60 * 25 * 1.1 $2,657,877
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
9 * 2376 * 45.03 / 20 * 25 $1,203,652
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
9 * 40855.37 / 60 * 25 $153,208
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
44 * 240.00052552 * 15.47 /100 * 25 * 1.15
$46,967
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $2,657,877 +$1,203,652 + $153,208 +$46,967
$4,061,704
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-626-080
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
11.5 Segment Length 11.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 25 TO CSAH 33 Termini TH 25 TO CSAH 33
679 Present AADT 679
2013 Year of Count 2013
1.4 Projection Factor 1.4
679 Projected Traffic 679
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 049-626-022 OVERLAY2014 SAP 049-626-021 SMCULVERTS AND TURN LANES
Comments 2014 SAP 049-626-022 OVERLAY2014 SAP 049-626-021 SMCULVERTS AND TURN LANES
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
49J76 Structure Number 49J76
16.08 Milepoint 16.08
2014 Year Built 2014
BUNKER HILL CREEK Feature Crossed BUNKER HILL CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
5 Culvert Height 5
52 Culvert Length 52
50 Area of Waterway Opening 50
100% Shared Structure 100%
2014 SAP 049-626-021 RECONSTW/ BR# 49J76
Comments 2014 SAP 049-626-021 RECONSTW/ BR# 49J76
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
11.5 * 509993.88 / 60 * 25 *1.1
$2,688,093
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
11.5 * 2112 * 45.03 / 20 * 25 $1,367,111
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
11.5 * 12356.36 / 60 * 25 $59,208
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
52 * 50 * 15.47 / 100 * 25 *1.15
$11,564
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $2,688,093 +$1,367,111 + $59,208 +$11,564
$4,125,976
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-627-010
Original Current
ROYALTON Municipality ROYALTON
1.08 Segment Length 1.08
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 26 TO NORTH LIMITROYALTON
Termini CSAH 26 TO NORTH LIMITROYALTON
1820 Present AADT 1820
2013 Year of Count 2013
1.4 Projection Factor 1.4
1820 Projected Traffic 1820
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2007 OVERLAY SAP 49-627-06 Comments 2007 OVERLAY SAP 49-627-06
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.08 * 1375701.65 / 60 * 25* 1.15
$711,926
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.08 * 2904 * 45.03 / 15 * 25 $235,381
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.08 * 107006.55 / 60 * 25 $48,153
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $711,926 + $235,381+ $48,153
$995,460
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-627-015
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.3 Segment Length 0.3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
N LIMS TO 0.30 MI N Termini N LIMS TO 0.30 MI N
581 Present AADT 581
2013 Year of Count 2013
1.4 Projection Factor 1.4
581 Projected Traffic 581
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2007 OVERLAY SAP 49-627-06 Comments 2007 OVERLAY SAP 49-627-06
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49534 Structure Number 49534
1.11 Milepoint 1.11
1985 Year Built 1985
PLATTE RIVER Feature Crossed PLATTE RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
150 Bridge Length 150
34 Bridge Width 34
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 1375701.65 / 60 * 25 *1.15
$197,757
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2904 * 45.03 / 15 * 25 $65,384
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 107006.55 / 60 * 25 $13,376
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
150 * 34 * 138 / 80 * 25 *1.15
$252,928
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $197,757 + $65,384 +$13,376 + $252,928
$529,445
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-627-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.3 Segment Length 0.3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.30 MI TO 0.60 MI N OF N LIMSROYALTON
Termini 0.30 MI TO 0.60 MI N OF N LIMSROYALTON
581 Present AADT 581
2013 Year of Count 2013
1.4 Projection Factor 1.4
581 Projected Traffic 581
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2007 OVERLAY SAP 49-627-06 Comments 2007 OVERLAY SAP 49-627-06
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 1375701.65 / 60 * 25 *1.15
$197,757
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2904 * 45.03 / 15 * 25 $65,384
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 107006.55 / 60 * 25 $13,376
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $197,757 + $65,384 +$13,376
$276,517
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-627-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.7 Segment Length 3.7
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.60 MI N OF N LIM ROYALTON TOCSAH 34
Termini 0.60 MI N OF N LIM ROYALTON TOCSAH 34
581 Present AADT 581
2013 Year of Count 2013
1.4 Projection Factor 1.4
581 Projected Traffic 581
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2007 OVERLAY SAP 49-627-06 Comments 2007 OVERLAY SAP 49-627-06
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.7 * 509993.88 / 60 * 25 *1.1
$864,865
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.7 * 2112 * 45.03 / 20 * 25 $439,853
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.7 * 12356.36 / 60 * 25 $19,049
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $864,865 + $439,853+ $19,049
$1,323,767
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-628-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.3 Segment Length 0.3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W CO LINE TO TH 10 Termini W CO LINE TO TH 10
623 Present AADT 623
2013 Year of Count 2013
1.4 Projection Factor 1.4
623 Projected Traffic 623
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2012 SAP 049-628-005 M&OL Comments 2012 SAP 049-628-005 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 509993.88 / 60 * 25 *1.1
$70,124
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2112 * 45.03 / 20 * 25 $35,664
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 12356.36 / 60 * 25 $1,545
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $70,124 + $35,664 +$1,545
$107,333
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-628-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.3 Segment Length 3.3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 10 TO CSAH 2 Termini TH 10 TO CSAH 2
686 Present AADT 686
2013 Year of Count 2013
1.4 Projection Factor 1.4
686 Projected Traffic 686
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.3 * 509993.88 / 60 * 25 *1.1
$771,366
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.3 * 2112 * 45.03 / 20 * 25 $392,301
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.3 * 12356.36 / 60 * 25 $16,990
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $771,366 + $392,301+ $16,990
$1,180,657
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-628-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.7 Segment Length 5.7
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 2 TO CSAH 1 Termini CSAH 2 TO CSAH 1
490 Present AADT 490
2013 Year of Count 2013
1.4 Projection Factor 1.4
490 Projected Traffic 490
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.7 * 509993.88 / 60 * 25 *1.1
$1,332,359
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.7 * 2112 * 45.03 / 20 * 25 $677,611
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.7 * 12356.36 / 60 * 25 $29,346
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,332,359 + $677,611+ $29,346
$2,039,316
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-629-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SOUTH COUNTY LINE TO CSAH 26 Termini SOUTH COUNTY LINE TO CSAH 26
224 Present AADT 224
2013 Year of Count 2013
1.4 Projection Factor 1.4
224 Projected Traffic 224
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 049-629-005 M&OL2014 SAP 049-629-004 CULVERTTAPERS
Comments 2014 SAP 049-629-005 M&OL2014 SAP 049-629-004 CULVERTTAPERS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 509993.88 / 60 * 25 * 1.1 $233,747
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 45.03 / 20 * 25 $118,879
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 12356.36 / 60 * 25 $5,148
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $233,747 + $118,879+ $5,148
$357,774
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-630-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.8 Segment Length 0.8
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SO CO LINE TO CSAH 26 Termini SO CO LINE TO CSAH 26
784 Present AADT 784
2013 Year of Count 2013
1.4 Projection Factor 1.4
784 Projected Traffic 784
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 049-630-005 M&OL2014 SAP 049-630-004 CULVERTTAPER
Comments 2014 SAP 049-630-005 M&OL2014 SAP 049-630-004 CULVERTTAPER
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.8 * 509993.88 / 60 * 25 *1.1
$186,998
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.8 * 2112 * 45.03 / 20 * 25 $95,103
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.8 * 12356.36 / 60 * 25 $4,119
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $186,998 + $95,103 +$4,119
$286,220
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-631-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 27 TO 3.0 MI N ALONG W COLINE
Termini TH 27 TO 3.0 MI N ALONG W COLINE
399 Present AADT 399
2013 Year of Count 2013
1.4 Projection Factor 1.4
399 Projected Traffic 399
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1992 Latest Year SA funds 1992
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3 * 509993.88 / 60 * 25 * 1.1 $701,242
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 45.03 / 20 * 25 $356,638
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 12356.36 / 60 * 25 $15,445
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $701,242 + $356,638+ $15,445
$1,073,325
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-632-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.1 Segment Length 4.1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 33 TO E CO LINE Termini CSAH 33 TO E CO LINE
434 Present AADT 434
2013 Year of Count 2013
1.4 Projection Factor 1.4
434 Projected Traffic 434
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 049-632-004 M&OL
2012 SAP 049-632-005 BR 49J63
Comments 2014 SAP 049-632-004 M&OL
2012 SAP 049-632-005 BR 49J63
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
49J32 Structure Number 49J32
3.82 Milepoint 3.82
2010 Year Built 2010
TIBBETTS BROOK Feature Crossed TIBBETTS BROOK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
12 Culvert Width 12
7 Culvert Height 7
54 Culvert Length 54
164 Area of Waterway Opening 164
100% Shared Structure 100%
2012 SAP 049-632-005 BR 49J63 Comments 2012 SAP 049-632-005 BR 49J63
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.1 * 509993.88 / 60 * 25 *1.1
$958,363
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.1 * 2112 * 45.03 / 20 * 25 $487,405
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.1 * 12356.36 / 60 * 25 $21,109
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
54 * 164 * 15.47 / 100 * 25 *1.15
$39,388
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $958,363 + $487,405+ $21,109 + $39,388
$1,506,265
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-633-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
8 Segment Length 8
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S CO LINE TO 4 MI S OF CSAH 39 Termini S CO LINE TO 4 MI S OF CSAH 39
714 Present AADT 714
2013 Year of Count 2013
1.4 Projection Factor 1.4
714 Projected Traffic 714
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 SAP 049-633-009 3 NEWCULVERT, 49J79, 49J80, 49J81
Comments 2015 SAP 049-633-009 3 NEWCULVERT, 49J79, 49J80, 49J81
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
49J26 Structure Number 49J26
7.29 Milepoint 7.29
2002 Year Built 2002
W Br Rum River Feature Crossed W Br Rum River
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
8 Culvert Width 8
5 Culvert Height 5
90 Culvert Length 90
80.00053397 Area of Waterway Opening 80.00053397
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
91977 Structure Number 91977
3.81 Milepoint 3.81
1978 Year Built 1978
W BR RUM RIVER Feature Crossed W BR RUM RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Barrels 3
12 Culvert Width 12
8 Culvert Height 8
60 Culvert Length 60
197.99978772 Area of Waterway Opening 197.99978772
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
49J80 Structure Number 49J80
0.548 Milepoint 0.548
2015 Year Built 2015
Unnamed Stream Feature Crossed Unnamed Stream
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
12 Culvert Width 12
6 Culvert Height 6
52 Culvert Length 52
72 Area of Waterway Opening 72
100% Shared Structure 100%
2015 SAP 049-633-009 3 NEWCULVERT, 49J79, 49J80, 49J81
Comments 2015 SAP 049-633-009 3 NEWCULVERT, 49J79, 49J80, 49J81
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
49J81 Structure Number 49J81
3.049 Milepoint 3.049
2015 Year Built 2015
Unnamed Stream Feature Crossed Unnamed Stream
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
4 Culvert Height 4
56 Culvert Length 56
40 Area of Waterway Opening 40
100% Shared Structure 100%
2015 SAP 049-633-009 3 NEWCULVERT, 49J79, 49J80, 49J81
Comments 2015 SAP 049-633-009 3 NEWCULVERT, 49J79, 49J80, 49J81
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
8 * 509993.88 / 60 * 25 * 1.1 $1,869,978
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
8 * 2112 * 45.03 / 20 * 25 $951,034
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
8 * 12356.36 / 60 * 25 $41,188
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
90 * 80.00053397 * 15.47 /100 * 25 * 1.15
$32,023
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
60 * 197.99978772 * 15.47 /100 * 25 * 1.15
$52,838
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
52 * 72 * 15.47 / 100 * 25 *1.15
$16,652
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
56 * 40 * 15.47 / 100 * 25 *1.15
$9,963
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert +Culvert + Culvert
$0 + $1,869,978 + $951,034+ $41,188 + $32,023 +$52,838 + $16,652 + $9,963
$2,973,676
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-633-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4 Segment Length 4
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
4.0 MI S TO CSAH 39 Termini 4.0 MI S TO CSAH 39
714 Present AADT 714
2013 Year of Count 2013
1.4 Projection Factor 1.4
714 Projected Traffic 714
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 SAP 049-633-009 3 NEWCULVERT, 49J79, 49J80, 49J81
Comments 2015 SAP 049-633-009 3 NEWCULVERT, 49J79, 49J80, 49J81
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
49J79 Structure Number 49J79
8.8 Milepoint 8.8
2015 Year Built 2015
W BR RUM RIVER Feature Crossed W BR RUM RIVER
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
5 Culvert Height 5
56 Culvert Length 56
50 Area of Waterway Opening 50
100% Shared Structure 100%
2015 SAP 049-633-009 3 NEWCULVERT, 49J79, 49J80, 49J81
Comments 2015 SAP 049-633-009 3 NEWCULVERT, 49J79, 49J80, 49J81
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4 * 509993.88 / 60 * 25 * 1.1 $934,989
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4 * 2112 * 45.03 / 20 * 25 $475,517
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4 * 12356.36 / 60 * 25 $20,594
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
56 * 50 * 15.47 / 100 * 25 *1.15
$12,453
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $934,989 + $475,517+ $20,594 + $12,453
$1,443,553
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-634-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.5 Segment Length 4.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 10 TO CSAH 35 Termini TH 10 TO CSAH 35
770 Present AADT 770
2013 Year of Count 2013
1.4 Projection Factor 1.4
770 Projected Traffic 770
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49526 Structure Number 49526
2.91 Milepoint 2.91
1981 Year Built 1981
PLATTE RIVER Feature Crossed PLATTE RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
137.3 Bridge Length 137.3
35 Bridge Width 35
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.5 * 509993.88 / 60 * 25 *1.1
$1,051,862
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.5 * 2112 * 45.03 / 20 * 25 $534,956
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.5 * 12356.36 / 60 * 25 $23,168
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
137.3 * 35 * 152 / 80 * 25 *1.15
$262,500
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,051,862 + $534,956+ $23,168 + $262,500
$1,872,486
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-634-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 35 TO CSAH 53 Termini CSAH 35 TO CSAH 53
966 Present AADT 966
2013 Year of Count 2013
1.4 Projection Factor 1.4
966 Projected Traffic 966
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 509993.88 / 60 * 25 * 1.1 $233,747
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 45.03 / 20 * 25 $118,879
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 12356.36 / 60 * 25 $5,148
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $233,747 + $118,879+ $5,148
$357,774
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-634-021
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.2 Segment Length 4.2
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 53 TO 4.2 MI E Termini CSAH 53 TO 4.2 MI E
1176 Present AADT 1176
2013 Year of Count 2013
1.4 Projection Factor 1.4
1176 Projected Traffic 1176
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
88073 Structure Number 88073
9.42 Milepoint 9.42
1937 Year Built 1937
KUNTZ CREEK Feature Crossed KUNTZ CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
5 Culvert Height 5
56 Culvert Length 56
50 Area of Waterway Opening 50
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
88074 Structure Number 88074
9.53 Milepoint 9.53
1937 Year Built 1937
KUNTZ CREEK Feature Crossed KUNTZ CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
5 Culvert Height 5
68 Culvert Length 68
50 Area of Waterway Opening 50
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
95179 Structure Number 95179
6.95 Milepoint 6.95
1980 Year Built 1980
BUCKMAN CREEK Feature Crossed BUCKMAN CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
12 Culvert Width 12
8 Culvert Height 8
60 Culvert Length 60
131.99985848 Area of Waterway Opening 131.99985848
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.2 * 509993.88 / 60 * 25 *1.1
$981,738
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.2 * 2112 * 45.03 / 20 * 25 $499,293
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.2 * 12356.36 / 60 * 25 $21,624
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
56 * 50 * 15.47 / 100 * 25 *1.15
$12,453
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
68 * 50 * 15.47 / 100 * 25 *1.15
$15,122
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
60 * 131.99985848 * 15.47 /100 * 25 * 1.15
$35,225
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert +Culvert
$0 + $981,738 + $499,293+ $21,624 + $12,453 +$15,122 + $35,225
$1,565,455
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-634-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.5 Segment Length 1.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
4.2 MI E OF CSAH 53 TO W LIM OFBUCKMAN
Termini 4.2 MI E OF CSAH 53 TO W LIM OFBUCKMAN
1176 Present AADT 1176
2013 Year of Count 2013
1.4 Projection Factor 1.4
1176 Projected Traffic 1176
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.5 * 509993.88 / 60 * 25 *1.1
$350,621
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.5 * 2112 * 45.03 / 20 * 25 $178,319
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.5 * 12356.36 / 60 * 25 $7,723
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $350,621 + $178,319+ $7,723
$536,663
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-634-040
Original Current
BUCKMAN Municipality BUCKMAN
0.19 Segment Length 0.19
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W LIM BUCKMAN TO 0.3 MI W OFTH 25
Termini W LIM BUCKMAN TO 0.3 MI W OFTH 25
1050 Present AADT 1050
2013 Year of Count 2013
1.4 Projection Factor 1.4
1050 Projected Traffic 1050
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.19 * 509993.88 / 60 * 25 *1.1
$44,412
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.19 * 2112 * 45.03 / 20 * 25 $22,587
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.19 * 12356.36 / 60 * 25 $978
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $44,412 + $22,587 +$978
$67,977
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-634-050
Original Current
BUCKMAN Municipality BUCKMAN
0.7 Segment Length 0.7
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.3 MI W OF TH 25 TO 0.4 MI E OFTH 25
Termini 0.3 MI W OF TH 25 TO 0.4 MI E OFTH 25
1260 Present AADT 1260
2013 Year of Count 2013
1.4 Projection Factor 1.4
1260 Projected Traffic 1260
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
COMBINED SEGMENTS 041 & 050IN 2005NEEDS REINSTATEMENT IN 2009
Comments COMBINED SEGMENTS 041 & 050IN 2005NEEDS REINSTATEMENT IN 2009
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
88075 Structure Number 88075
12.01 Milepoint 12.01
1940 Year Built 1940
BUCKMAN CREEK Feature Crossed BUCKMAN CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
7 Culvert Width 7
5 Culvert Height 5
60 Culvert Length 60
69.99979448 Area of Waterway Opening 69.99979448
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.7 * 1375701.65 / 60 * 25 *1.15
$461,433
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.7 * 2904 * 45.03 / 15 * 25 $152,562
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.7 * 107006.55 / 60 * 25 $31,210
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
60 * 69.99979448 * 15.47 /100 * 25 * 1.15
$18,680
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $461,433 + $152,562+ $31,210 + $18,680
$663,885
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-634-060
Original Current
BUCKMAN Municipality BUCKMAN
0.1 Segment Length 0.1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.4 MI E OF TH 25 TO E LIMBUCKMAN
Termini 0.4 MI E OF TH 25 TO E LIMBUCKMAN
1260 Present AADT 1260
2013 Year of Count 2013
1.4 Projection Factor 1.4
1260 Projected Traffic 1260
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.1 * 509993.88 / 60 * 25 *1.1
$23,375
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.1 * 2112 * 45.03 / 20 * 25 $11,888
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.1 * 12356.36 / 60 * 25 $515
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $23,375 + $11,888 +$515
$35,778
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-634-070
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3.8 Segment Length 3.8
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIM BUCKMAN TO CSAH 37 Termini E LIM BUCKMAN TO CSAH 37
1260 Present AADT 1260
2013 Year of Count 2013
1.4 Projection Factor 1.4
1260 Projected Traffic 1260
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3.8 * 509993.88 / 60 * 25 *1.1
$888,239
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3.8 * 2112 * 45.03 / 20 * 25 $451,741
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3.8 * 12356.36 / 60 * 25 $19,564
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $888,239 + $451,741+ $19,564
$1,359,544
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-634-080
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
7.4 Segment Length 7.4
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 37 TO CSAH 33 Termini CSAH 37 TO CSAH 33
441 Present AADT 441
2013 Year of Count 2013
1.4 Projection Factor 1.4
441 Projected Traffic 441
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SP 049-634-012 SMCULVERTS
Comments 2013 SP 049-634-012 SMCULVERTS
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
92472 Structure Number 92472
23.03 Milepoint 23.03
1966 Year Built 1966
W BR RUM RIVER Feature Crossed W BR RUM RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Barrels 3
5 Culvert Width 5
5 Culvert Height 5
48 Culvert Length 48
74.99962603 Area of Waterway Opening 74.99962603
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
7.4 * 509993.88 / 60 * 25 *1.1
$1,729,729
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
7.4 * 2112 * 45.03 / 20 * 25 $879,706
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
7.4 * 12356.36 / 60 * 25 $38,099
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
48 * 74.99962603 * 15.47 /100 * 25 * 1.15
$16,011
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,729,729 + $879,706+ $38,099 + $16,011
$2,663,545
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-635-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.5 Segment Length 0.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 10 TO 0.50 MI E Termini TH 10 TO 0.50 MI E
1820 Present AADT 1820
2013 Year of Count 2013
1.4 Projection Factor 1.4
1820 Projected Traffic 1820
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2011 Latest Year SA funds 2011
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 644333.91 / 60 * 25 *1.1
$147,660
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2376 * 45.03 / 20 * 25 $66,870
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 40855.37 / 60 * 25 $8,512
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $147,660 + $66,870 +$8,512
$223,042
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-635-011
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
6 Segment Length 6
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.5 MI E TO 6.5 MI E OF TH 10 Termini 0.5 MI E TO 6.5 MI E OF TH 10
1820 Present AADT 1820
2013 Year of Count 2013
1.4 Projection Factor 1.4
1820 Projected Traffic 1820
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2011 Latest Year SA funds 2011
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49510 Structure Number 49510
4.78 Milepoint 4.78
1967 Year Built 1967
PLATTE RIVER Feature Crossed PLATTE RIVER
STREAM CROSSING Type of Service STREAM CROSSING
5 Number of Spans 5
200 Bridge Length 200
32 Bridge Width 32
100% Shared Structure 100%
Comments
2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6 * 644333.91 / 60 * 25 * 1.1 $1,771,918
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6 * 2376 * 45.03 / 20 * 25 $802,435
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6 * 40855.37 / 60 * 25 $102,138
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
200 * 32 * 138 / 80 * 25 *1.15
$317,400
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,771,918 + $802,435+ $102,138 + $317,400
$2,993,891
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-635-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.2 Segment Length 1.2
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
6.5 MI E OF TH 10 TO CSAH 34 Termini 6.5 MI E OF TH 10 TO CSAH 34
448 Present AADT 448
2013 Year of Count 2013
1.4 Projection Factor 1.4
448 Projected Traffic 448
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2011 Latest Year SA funds 2011
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.2 * 509993.88 / 60 * 25 *1.1
$280,497
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.2 * 2112 * 45.03 / 20 * 25 $142,655
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.2 * 12356.36 / 60 * 25 $6,178
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $280,497 + $142,655+ $6,178
$429,330
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-636-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
6.2 Segment Length 6.2
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 34 TO TH 27 Termini CSAH 34 TO TH 27
679 Present AADT 679
2013 Year of Count 2013
1.4 Projection Factor 1.4
679 Projected Traffic 679
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 049-636-006 TB&OL Comments 2014 SAP 049-636-006 TB&OL
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49532 Structure Number 49532
3.03 Milepoint 3.03
1989 Year Built 1989
SKUNK RIVER Feature Crossed SKUNK RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
112.8 Bridge Length 112.8
34 Bridge Width 34
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
92632 Structure Number 92632
5.76 Milepoint 5.76
1969 Year Built 1969
Pierz Lake Channel Feature Crossed Pierz Lake Channel
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
12 Culvert Width 12
8 Culvert Height 8
66 Culvert Length 66
132 Area of Waterway Opening 132
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
6.2 * 509993.88 / 60 * 25 *1.1
$1,449,233
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
6.2 * 2112 * 45.03 / 20 * 25 $737,051
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
6.2 * 12356.36 / 60 * 25 $31,921
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
112.8 * 34 * 152 / 80 * 25 *1.15
$209,498
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
66 * 132 * 15.47 / 100 * 25 *1.15
$38,748
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $1,449,233 + $737,051+ $31,921 + $209,498 +$38,748
$2,466,451
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-637-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.1 Segment Length 4.1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 26 TO CSAH 34 Termini CSAH 26 TO CSAH 34
385 Present AADT 385
2013 Year of Count 2013
1.4 Projection Factor 1.4
385 Projected Traffic 385
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2011 Latest Year SA funds 2011
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2011 SAP 049-637-010 M&OL Comments 2011 SAP 049-637-010 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.1 * 509993.88 / 60 * 25 *1.1
$958,363
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.1 * 2112 * 45.03 / 20 * 25 $487,405
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.1 * 12356.36 / 60 * 25 $21,109
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $958,363 + $487,405+ $21,109
$1,466,877
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-637-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.4 Segment Length 4.4
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 34 TO CSAH 38 Termini CSAH 34 TO CSAH 38
385 Present AADT 385
2013 Year of Count 2013
1.4 Projection Factor 1.4
385 Projected Traffic 385
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2011 Latest Year SA funds 2011
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2011 SAP 049-637-010 M&OL Comments 2011 SAP 049-637-010 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.4 * 509993.88 / 60 * 25 *1.1
$1,028,488
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.4 * 2112 * 45.03 / 20 * 25 $523,068
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.4 * 12356.36 / 60 * 25 $22,653
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,028,488 + $523,068+ $22,653
$1,574,209
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-637-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2 Segment Length 2
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 38 TO CSAH 39 Termini CSAH 38 TO CSAH 39
441 Present AADT 441
2013 Year of Count 2013
1.4 Projection Factor 1.4
441 Projected Traffic 441
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2011 Latest Year SA funds 2011
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2011 SAP 049-637-010 M&OL Comments 2011 SAP 049-637-010 M&OL
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
49J21 Structure Number 49J21
9.84 Milepoint 9.84
2000 Year Built 2000
HILLMAN CREEK Feature Crossed HILLMAN CREEK
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Barrels 3
14 Culvert Width 14
9 Culvert Height 9
54 Culvert Length 54
263.99971696 Area of Waterway Opening 263.99971696
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2 * 509993.88 / 60 * 25 * 1.1 $467,494
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2 * 2112 * 45.03 / 20 * 25 $237,758
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2 * 12356.36 / 60 * 25 $10,297
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
54 * 263.99971696 * 15.47 /100 * 25 * 1.15
$63,405
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $467,494 + $237,758+ $10,297 + $63,405
$778,954
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-638-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.8 Segment Length 5.8
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 25 TO CASH 37 Termini TH 25 TO CASH 37
203 Present AADT 203
2013 Year of Count 2013
1.4 Projection Factor 1.4
203 Projected Traffic 203
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2008 SURFACED UNDER SAP 49-638-009
Comments 2008 SURFACED UNDER SAP 49-638-009
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49533 Structure Number 49533
0.07 Milepoint 0.07
1989 Year Built 1989
SKUNK RIVER Feature Crossed SKUNK RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
90 Bridge Length 90
34 Bridge Width 34
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
96489 Structure Number 96489
3.16 Milepoint 3.16
1989 Year Built 1989
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
12 Culvert Width 12
5 Culvert Height 5
54 Culvert Length 54
58 Area of Waterway Opening 58
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.8 * 509993.88 / 60 * 25 *1.1
$1,355,734
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.8 * 2112 * 45.03 / 20 * 25 $689,499
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.8 * 12356.36 / 60 * 25 $29,861
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
90 * 34 * 152 / 80 * 25 *1.15
$167,153
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
54 * 58 * 15.47 / 100 * 25 *1.15
$13,930
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $1,355,734 + $689,499+ $29,861 + $167,153 +$13,930
$2,256,177
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-639-010
Original Current
PIERZ Municipality PIERZ
0.12 Segment Length 0.12
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 25 TO 0.12 MI E Termini TH 25 TO 0.12 MI E
2660 Present AADT 2660
2013 Year of Count 2013
1.4 Projection Factor 1.4
2660 Projected Traffic 2660
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
NEEDS REINSTATEMENT Comments NEEDS REINSTATEMENT
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.12 * 1375701.65 / 60 * 25* 1.15
$79,103
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.12 * 2904 * 45.03 / 15 * 25 $26,153
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.12 * 107006.55 / 60 * 25 $5,350
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $79,103 + $26,153 +$5,350
$110,606
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-639-020
Original Current
PIERZ Municipality PIERZ
0.24 Segment Length 0.24
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.12 MI E TO 0.36 MI E TH 25 Termini 0.12 MI E TO 0.36 MI E TH 25
2660 Present AADT 2660
2013 Year of Count 2013
1.4 Projection Factor 1.4
2660 Projected Traffic 2660
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
NEEDS REINSTATEMENT Comments NEEDS REINSTATEMENT
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.24 * 1375701.65 / 60 * 25* 1.15
$158,206
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.24 * 2904 * 45.03 / 15 * 25 $52,307
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.24 * 107006.55 / 60 * 25 $10,701
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $158,206 + $52,307 +$10,701
$221,214
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-639-030
Original Current
PIERZ Municipality PIERZ
0.19 Segment Length 0.19
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.36 MI E TH 25 TO E LIM PIERZ Termini 0.36 MI E TH 25 TO E LIM PIERZ
2660 Present AADT 2660
2013 Year of Count 2013
1.4 Projection Factor 1.4
2660 Projected Traffic 2660
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
NEEDS REINSTATEMENT Comments NEEDS REINSTATEMENT
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.19 * 644333.91 / 60 * 25 *1.1
$56,111
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.19 * 2376 * 45.03 / 20 * 25 $25,410
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.19 * 40855.37 / 60 * 25 $3,234
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $56,111 + $25,410 +$3,234
$84,755
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-639-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
14.6 Segment Length 14.6
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
E LIM PIERZ TO 3 MI E OF CSAH 33 Termini E LIM PIERZ TO 3 MI E OF CSAH 33
2660 Present AADT 2660
2013 Year of Count 2013
1.4 Projection Factor 1.4
2660 Projected Traffic 2660
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1998 Latest Year SA funds 1998
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
COMBINED SEGMENTS 040 - 080IN 2005
Comments COMBINED SEGMENTS 040 - 080IN 2005
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
49J09 Structure Number 49J09
1.14 Milepoint 1.14
1999 Year Built 1999
SKUNK RIVER Feature Crossed SKUNK RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Barrels 3
14 Culvert Width 14
9 Culvert Height 9
80 Culvert Length 80
297.99964789 Area of Waterway Opening 297.99964789
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
49J10 Structure Number 49J10
6.2 Milepoint 6.2
1999 Year Built 1999
HILLMAN CREEK Feature Crossed HILLMAN CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
14 Culvert Width 14
9 Culvert Height 9
92 Culvert Length 92
198.99975403 Area of Waterway Opening 198.99975403
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
14.6 * 644333.91 / 60 * 25 *1.1
$4,311,668
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
14.6 * 2376 * 45.03 / 20 * 25 $1,952,591
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
14.6 * 40855.37 / 60 * 25 $248,537
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
80 * 297.99964789 * 15.47 /100 * 25 * 1.15
$106,031
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
92 * 198.99975403 * 15.47 /100 * 25 * 1.15
$81,427
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $4,311,668 +$1,952,591 + $248,537 +$106,031 + $81,427
$6,700,254
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-641-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.3 Segment Length 4.3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 39 TO TH 27 Termini CSAH 39 TO TH 27
469 Present AADT 469
2013 Year of Count 2013
1.4 Projection Factor 1.4
469 Projected Traffic 469
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1995 Latest Year SA funds 1995
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49511 Structure Number 49511
4.27 Milepoint 4.27
1968 Year Built 1968
SKUNK RIVER Feature Crossed SKUNK RIVER
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Spans 1
42.5 Bridge Length 42.5
32.1 Bridge Width 32.1
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.3 * 509993.88 / 60 * 25 *1.1
$1,005,113
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.3 * 2112 * 45.03 / 20 * 25 $511,181
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.3 * 12356.36 / 60 * 25 $22,138
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
42.5 * 32.1 * 152 / 80 * 25 *1.15
$74,522
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,005,113 + $511,181+ $22,138 + $74,522
$1,612,954
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-643-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
0.8 Segment Length 0.8
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 27 TO S LIMS LITTLE FALLS Termini TH 27 TO S LIMS LITTLE FALLS
1680 Present AADT 1680
2013 Year of Count 2013
1.4 Projection Factor 1.4
1680 Projected Traffic 1680
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
COMBINE SEGMENTS 010-011 IN2005
Comments COMBINE SEGMENTS 010-011 IN2005
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.8 * 644333.91 / 60 * 25 *1.1
$236,256
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.8 * 2376 * 45.03 / 20 * 25 $106,991
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.8 * 40855.37 / 60 * 25 $13,618
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $236,256 + $106,991+ $13,618
$356,865
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-643-012
Original Current
LITTLE FALLS Municipality LITTLE FALLS
0.5 Segment Length 0.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S LIM TO N LIM LITTLE FALLS Termini S LIM TO N LIM LITTLE FALLS
1680 Present AADT 1680
2013 Year of Count 2013
1.4 Projection Factor 1.4
1680 Projected Traffic 1680
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.5 * 644333.91 / 60 * 25 *1.1
$147,660
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.5 * 2376 * 45.03 / 20 * 25 $66,870
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.5 * 40855.37 / 60 * 25 $8,512
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $147,660 + $66,870 +$8,512
$223,042
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : MORRISON Segment Nbr : 049-643-013
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.9 Segment Length 2.9
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
N LIM LITTLE FALLS TO 3.0 MI WOF CSAH 45
Termini N LIM LITTLE FALLS TO 3.0 MI WOF CSAH 45
658 Present AADT 658
2013 Year of Count 2013
1.4 Projection Factor 1.4
658 Projected Traffic 658
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 049-643-016 M&OL177TH TO CSAH 45
Comments 2016 SAP 049-643-016 M&OL177TH TO CSAH 45
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.9 * 509993.88 / 60 * 25 *1.1
$677,867
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.9 * 2112 * 45.03 / 20 * 25 $344,750
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.9 * 12356.36 / 60 * 25 $14,931
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $677,867 + $344,750+ $14,931
$1,037,548
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Revised
County Name : MORRISON Segment Nbr : 049-643-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
3.0 MI W TO CSAH 45 Termini 3.0 MI W TO CSAH 45
658 Present AADT 658
2013 Year of Count 2013
1.4 Projection Factor 1.4
658 Projected Traffic 658
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2016 Latest Year SA funds 2016
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2016 SAP 049-643-016 M&OL Comments 2016 SAP 049-643-016 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3 * 509993.88 / 60 * 25 * 1.1 $701,242
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 45.03 / 20 * 25 $356,638
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 12356.36 / 60 * 25 $15,445
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $701,242 + $356,638+ $15,445
$1,073,325
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-643-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
3 Segment Length 3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 45 TO 3.0 MI E Termini CSAH 45 TO 3.0 MI E
658 Present AADT 658
2013 Year of Count 2013
1.4 Projection Factor 1.4
658 Projected Traffic 658
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2015 SAP 049-643-015 BR 49555R&R
Comments 2015 SAP 049-643-015 BR 49555R&R
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49555 Structure Number 49555
7.65 Milepoint 7.65
2015 Year Built 2015
PLATTE RIVER Feature Crossed PLATTE RIVER
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Spans 1
117.896 Bridge Length 117.896
39.333 Bridge Width 39.333
100% Shared Structure 100%
2015 SAP 049-643-015 BR R&R Comments 2015 SAP 049-643-015 BR R&R
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
88079 Structure Number 88079
9.83 Milepoint 9.83
1939 Year Built 1939
LITTLE MINK CREEK Feature Crossed LITTLE MINK CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
12 Culvert Width 12
6 Culvert Height 6
38 Culvert Length 38
71.9997271 Area of Waterway Opening 71.9997271
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
3 * 509993.88 / 60 * 25 * 1.1 $701,242
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
3 * 2112 * 45.03 / 20 * 25 $356,638
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
3 * 12356.36 / 60 * 25 $15,445
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
117.896 * 39.333 * 152 / 80* 25 * 1.15
$253,307
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
38 * 71.9997271 * 15.47 /100 * 25 * 1.15
$12,169
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert
$0 + $701,242 + $356,638+ $15,445 + $253,307 +$12,169
$1,338,801
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-643-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1 Segment Length 1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
3.0 MI E CSAH 45 TO CR 265 Termini 3.0 MI E CSAH 45 TO CR 265
658 Present AADT 658
2013 Year of Count 2013
1.4 Projection Factor 1.4
658 Projected Traffic 658
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1992 Latest Year SA funds 1992
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1 * 509993.88 / 60 * 25 * 1.1 $233,747
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1 * 2112 * 45.03 / 20 * 25 $118,879
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1 * 12356.36 / 60 * 25 $5,148
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $233,747 + $118,879+ $5,148
$357,774
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-643-041
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.5 Segment Length 1.5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CO RD 265 TO WEST LIMITS PIERZ Termini CO RD 265 TO WEST LIMITS PIERZ
1176 Present AADT 1176
2013 Year of Count 2013
1.4 Projection Factor 1.4
1176 Projected Traffic 1176
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.5 * 509993.88 / 60 * 25 *1.1
$350,621
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.5 * 2112 * 45.03 / 20 * 25 $178,319
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.5 * 12356.36 / 60 * 25 $7,723
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $350,621 + $178,319+ $7,723
$536,663
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-643-050
Original Current
PIERZ Municipality PIERZ
0.36 Segment Length 0.36
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W LIM PIERZ TO 0.12 MI W TH 25 Termini W LIM PIERZ TO 0.12 MI W TH 25
1176 Present AADT 1176
2013 Year of Count 2013
1.4 Projection Factor 1.4
1176 Projected Traffic 1176
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
NEEDS REINSTATEMENT Comments NEEDS REINSTATEMENT
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.36 * 509993.88 / 60 * 25 *1.1
$84,149
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.36 * 2112 * 45.03 / 20 * 25 $42,797
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.36 * 12356.36 / 60 * 25 $1,853
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $84,149 + $42,797 +$1,853
$128,799
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-643-060
Original Current
PIERZ Municipality PIERZ
0.12 Segment Length 0.12
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.12 MI W TO TH 25 Termini 0.12 MI W TO TH 25
2030 Present AADT 2030
2013 Year of Count 2013
1.4 Projection Factor 1.4
2030 Projected Traffic 2030
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2000 Latest Year SA funds 2000
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
NEEDS REINSTATEMENT Comments NEEDS REINSTATEMENT
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.12 * 1375701.65 / 60 * 25* 1.15
$79,103
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.12 * 2904 * 45.03 / 15 * 25 $26,153
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.12 * 107006.55 / 60 * 25 $5,350
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $79,103 + $26,153 +$5,350
$110,606
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-645-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
14.1 Segment Length 14.1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 27 TO N CO LINE Termini TH 27 TO N CO LINE
630 Present AADT 630
2013 Year of Count 2013
1.4 Projection Factor 1.4
630 Projected Traffic 630
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SP 049-645-010 SMCULVERTS
Comments 2013 SP 049-645-010 SMCULVERTS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
14.1 * 509993.88 / 60 * 25 *1.1
$3,295,835
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
14.1 * 2112 * 45.03 / 20 * 25 $1,676,197
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
14.1 * 12356.36 / 60 * 25 $72,594
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $3,295,835 +$1,676,197 + $72,594
$5,044,626
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-646-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
11.2 Segment Length 11.2
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 371 TO TH 25 Termini TH 371 TO TH 25
1820 Present AADT 1820
2013 Year of Count 2013
1.4 Projection Factor 1.4
1820 Projected Traffic 1820
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2003 Latest Year SA funds 2003
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
COMBINED SEGS 010 & 020 IN2005
Comments COMBINED SEGS 010 & 020 IN2005
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49517 Structure Number 49517
8.39 Milepoint 8.39
1970 Year Built 1970
PLATTE RIVER Feature Crossed PLATTE RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
96.5 Bridge Length 96.5
38 Bridge Width 38
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Culvert Information Status: Original
Original Current
6310 Structure Number 6310
9.59 Milepoint 9.59
1939 Year Built 1939
BIG MINK CREEK Feature Crossed BIG MINK CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
8 Culvert Width 8
6 Culvert Height 6
70 Culvert Length 70
95.99999493 Area of Waterway Opening 95.99999493
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
8462 Structure Number 8462
6.88 Milepoint 6.88
1929 Year Built 1929
STREAM Feature Crossed STREAM
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
6 Culvert Height 6
80 Culvert Length 80
60.00013138 Area of Waterway Opening 60.00013138
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
RailRoadCrossingInformation
Status: Original
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
082541C USDOT Number 082541C
0 Located at Milepoint 0
1 Mainline Tracks 1
SIGNS ONLY Protection Type SIGNS ONLY
Last Year Protection Upgraded
56 Crossing Length 56
Last Year Surfaced
100% Percentage of Cost 100%
Comments
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
11.2 * 644333.91 / 60 * 25 *1.1
$3,307,581
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
11.2 * 2376 * 45.03 / 20 * 25 $1,497,878
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
11.2 * 40855.37 / 60 * 25 $190,658
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
96.5 * 38 * 152 / 80 * 25 *1.15
$200,310
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
70 * 95.99999493 * 15.47 /100 * 25 * 1.15
$29,888
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
80 * 60.00013138 * 15.47 /100 * 25 * 1.15
$21,349
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
1500 / 25 * 25 $1,500
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
56 * 1350 / 25 * 25 $75,600
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert + Culvert+ RR Crossing Protection+ RR Crossing Surface
$0 + $3,307,581 +$1,497,878 + $190,658 +$200,310 + $29,888 +$21,349 + $1,500 + $75,600
$5,324,764
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-647-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.8 Segment Length 5.8
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 371 TO CSAH 45 Termini TH 371 TO CSAH 45
1050 Present AADT 1050
2013 Year of Count 2013
1.4 Projection Factor 1.4
1050 Projected Traffic 1050
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2007 OVERLAY SP 49-647-11 Comments 2007 OVERLAY SP 49-647-11
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
93092 Structure Number 93092
2.61 Milepoint 2.61
1973 Year Built 1973
FLETCHER CREEK Feature Crossed FLETCHER CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
12 Culvert Width 12
8 Culvert Height 8
52 Culvert Length 52
131.99985848 Area of Waterway Opening 131.99985848
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
93172 Structure Number 93172
0.95 Milepoint 0.95
1973 Year Built 1973
BR OF FLETCHER CREEK Feature Crossed BR OF FLETCHER CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
12 Culvert Width 12
8 Culvert Height 8
88 Culvert Length 88
65.99992924 Area of Waterway Opening 65.99992924
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.8 * 509993.88 / 60 * 25 *1.1
$1,355,734
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.8 * 2112 * 45.03 / 20 * 25 $689,499
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.8 * 12356.36 / 60 * 25 $29,861
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
52 * 131.99985848 * 15.47 /100 * 25 * 1.15
$30,528
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
88 * 65.99992924 * 15.47 /100 * 25 * 1.15
$25,832
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $1,355,734 + $689,499+ $29,861 + $30,528 +$25,832
$2,131,454
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-647-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
7 Segment Length 7
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 45 TO CSAH 23 Termini CSAH 45 TO CSAH 23
1050 Present AADT 1050
2013 Year of Count 2013
1.4 Projection Factor 1.4
1050 Projected Traffic 1050
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2007 OVERLAY SP 49-647-11 Comments 2007 OVERLAY SP 49-647-11
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
7351 Structure Number 7351
9.41 Milepoint 9.41
1938 Year Built 1938
PLATTE RIVER Feature Crossed PLATTE RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Barrels 3
12 Culvert Width 12
10 Culvert Height 10
32 Culvert Length 32
359.99971189 Area of Waterway Opening 359.99971189
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
7 * 509993.88 / 60 * 25 * 1.1 $1,636,230
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
7 * 2112 * 45.03 / 20 * 25 $832,154
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
7 * 12356.36 / 60 * 25 $36,039
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
32 * 359.99971189 * 15.47 /100 * 25 * 1.15
$51,237
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,636,230 + $832,154+ $36,039 + $51,237
$2,555,660
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-647-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
7.3 Segment Length 7.3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 23 TO TH 27 Termini CSAH 23 TO TH 27
742 Present AADT 742
2013 Year of Count 2013
1.4 Projection Factor 1.4
742 Projected Traffic 742
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2013 SAP 049-647-016 CULVERTR&R 47J74
2010 OVERLAY SAP 49-647-14
Comments 2013 SAP 049-647-016 CULVERTR&R 47J74
2010 OVERLAY SAP 49-647-14
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
49J47 Structure Number 49J47
19.64 Milepoint 19.64
2013 Year Built 2013
SKUNK RIVER Feature Crossed SKUNK RIVER
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
14 Culvert Width 14
6 Culvert Height 6
54 Culvert Length 54
82 Area of Waterway Opening 82
100% Shared Structure 100%
2013 SAP 049-647-016 CULVERTR&R 47J74
Comments 2013 SAP 049-647-016 CULVERTR&R 47J74
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
7.3 * 509993.88 / 60 * 25 *1.1
$1,706,355
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
7.3 * 2112 * 45.03 / 20 * 25 $867,818
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
7.3 * 12356.36 / 60 * 25 $37,584
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
54 * 82 * 15.47 / 100 * 25 *1.15
$19,694
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,706,355 + $867,818+ $37,584 + $19,694
$2,631,451
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-648-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.9 Segment Length 5.9
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 371 TO CSAH 45 Termini TH 371 TO CSAH 45
567 Present AADT 567
2013 Year of Count 2013
1.4 Projection Factor 1.4
567 Projected Traffic 567
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2009 Latest Year SA funds 2009
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RESURFACED IN 2009 SAP 49-648-12
Comments RESURFACED IN 2009 SAP 49-648-12
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
88080 Structure Number 88080
3.79 Milepoint 3.79
1936 Year Built 1936
FLETCHER CREEK Feature Crossed FLETCHER CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
12 Culvert Width 12
6 Culvert Height 6
58 Culvert Length 58
71.9997271 Area of Waterway Opening 71.9997271
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.9 * 509993.88 / 60 * 25 *1.1
$1,379,108
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.9 * 2112 * 45.03 / 20 * 25 $701,387
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.9 * 12356.36 / 60 * 25 $30,376
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
58 * 71.9997271 * 15.47 /100 * 25 * 1.15
$18,573
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,379,108 + $701,387+ $30,376 + $18,573
$2,129,444
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-648-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5 Segment Length 5
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 45 TO TH 25 Termini CSAH 45 TO TH 25
434 Present AADT 434
2013 Year of Count 2013
1.4 Projection Factor 1.4
434 Projected Traffic 434
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2009 Latest Year SA funds 2009
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RESURFACED IN 2009 SAP 49-648-12
Comments RESURFACED IN 2009 SAP 49-648-12
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
88081 Structure Number 88081
10.87 Milepoint 10.87
1930 Year Built 1930
WOLF CREEK Feature Crossed WOLF CREEK
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
10 Culvert Width 10
6 Culvert Height 6
44 Culvert Length 44
60.00013138 Area of Waterway Opening 60.00013138
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5 * 509993.88 / 60 * 25 * 1.1 $1,168,736
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5 * 2112 * 45.03 / 20 * 25 $594,396
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5 * 12356.36 / 60 * 25 $25,742
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
44 * 60.00013138 * 15.47 /100 * 25 * 1.15
$11,742
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $1,168,736 + $594,396+ $25,742 + $11,742
$1,800,616
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-648-030
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
2.1 Segment Length 2.1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 25 TO CSAH 23 Termini TH 25 TO CSAH 23
630 Present AADT 630
2013 Year of Count 2013
1.4 Projection Factor 1.4
630 Projected Traffic 630
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2012 Latest Year SA funds 2012
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2012 SAP 049-648-014 BR 49J68 Comments 2012 SAP 049-648-014 BR 49J68
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
49J68 Structure Number 49J68
11.39 Milepoint 11.39
2012 Year Built 2012
PLATTE RIVER Feature Crossed PLATTE RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Barrels 3
16 Culvert Width 16
9 Culvert Height 9
54 Culvert Length 54
394 Area of Waterway Opening 394
100% Shared Structure 100%
2012 SAP 049-648-014 BR 49J68 Comments 2012 SAP 049-648-014 BR 49J68
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.1 * 509993.88 / 60 * 25 *1.1
$490,869
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.1 * 2112 * 45.03 / 20 * 25 $249,646
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.1 * 12356.36 / 60 * 25 $10,812
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
54 * 394 * 15.47 / 100 * 25 *1.15
$94,628
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert
$0 + $490,869 + $249,646+ $10,812 + $94,628
$845,955
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-649-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
7.9 Segment Length 7.9
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 371 TO CSAH 45 Termini TH 371 TO CSAH 45
364 Present AADT 364
2013 Year of Count 2013
1.4 Projection Factor 1.4
364 Projected Traffic 364
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2002 Latest Year SA funds 2002
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2002 OVERLAY PROJECT Comments 2002 OVERLAY PROJECT
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
7.9 * 509993.88 / 60 * 25 *1.1
$1,846,603
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
7.9 * 2112 * 45.03 / 20 * 25 $939,146
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
7.9 * 12356.36 / 60 * 25 $40,673
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,846,603 + $939,146+ $40,673
$2,826,422
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-651-010
Original Current
HARDING Municipality HARDING
2.6 Segment Length 2.6
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
W LIMS HARDING TO N LIMSHARDING
Termini W LIMS HARDING TO N LIMSHARDING
462 Present AADT 462
2013 Year of Count 2013
1.4 Projection Factor 1.4
462 Projected Traffic 462
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.6 * 509993.88 / 60 * 25 *1.1
$607,743
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.6 * 2112 * 45.03 / 20 * 25 $309,086
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.6 * 12356.36 / 60 * 25 $13,386
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $607,743 + $309,086+ $13,386
$930,215
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-651-040
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
8.9 Segment Length 8.9
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NORTH LIM HARDING TO CSAH 8 Termini NORTH LIM HARDING TO CSAH 8
469 Present AADT 469
2013 Year of Count 2013
1.4 Projection Factor 1.4
469 Projected Traffic 469
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1999 Latest Year SA funds 1999
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
COMBINED SEGMENTS 040-050 IN2005
Comments COMBINED SEGMENTS 040-050 IN2005
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
49J20 Structure Number 49J20
7.503 Milepoint 7.503
1999 Year Built 1999
PLATTE RIVER Feature Crossed PLATTE RIVER
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
10 Culvert Width 10
5 Culvert Height 5
54 Culvert Length 54
100 Area of Waterway Opening 100
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
49J44 Structure Number 49J44
9.03 Milepoint 9.03
2007 Year Built 2007
PLATTE LAKE Feature Crossed PLATTE LAKE
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
32 Culvert Width 32
12 Culvert Height 12
54 Culvert Length 54
280 Area of Waterway Opening 280
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
8.9 * 509993.88 / 60 * 25 *1.1
$2,080,350
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
8.9 * 2112 * 45.03 / 20 * 25 $1,058,025
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
8.9 * 12356.36 / 60 * 25 $45,822
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
54 * 100 * 15.47 / 100 * 25 *1.15
$24,017
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
54 * 280 * 15.47 / 100 * 25 *1.15
$67,248
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $2,080,350 +$1,058,025 + $45,822 +$24,017 + $67,248
$3,275,462
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-652-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.8 Segment Length 4.8
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 26 TO 4.8 MILES NORTH OFCSAH 26
Termini CSAH 26 TO 4.8 MILES NORTH OFCSAH 26
595 Present AADT 595
2013 Year of Count 2013
1.4 Projection Factor 1.4
595 Projected Traffic 595
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2015 Latest Year SA funds 2015
0 Number of Signal Legs 0
SB APPROVED MILEAGESEGMENT
Special Message Code SB APPROVED MILEAGESEGMENT
2015 SAP 049-652-008 OL &CRACK REPAIRS
Comments 2015 SAP 049-652-008 OL &CRACK REPAIRS
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
96763 Structure Number 96763
1.39 Milepoint 1.39
1993 Year Built 1993
HAY CREEK Feature Crossed HAY CREEK
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
10 Culvert Width 10
6 Culvert Height 6
94 Culvert Length 94
120.00026276 Area of Waterway Opening 120.00026276
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
96781 Structure Number 96781
0.42 Milepoint 0.42
1993 Year Built 1993
LITTLE TWO RIVER Feature Crossed LITTLE TWO RIVER
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
10 Culvert Width 10
10 Culvert Height 10
94 Culvert Length 94
199.99972034 Area of Waterway Opening 199.99972034
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.8 * 509993.88 / 60 * 25 *1.1
$1,121,987
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.8 * 2112 * 45.03 / 20 * 25 $570,620
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.8 * 12356.36 / 60 * 25 $24,713
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
94 * 120.00026276 * 15.47 /100 * 25 * 1.15
$50,169
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
94 * 199.99972034 * 15.47 /100 * 25 * 1.15
$83,615
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert
$0 + $1,121,987 + $570,620+ $24,713 + $50,169 +$83,615
$1,851,104
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-652-020
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
4.8 Segment Length 4.8
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
4.8 MILES NORTH OF CSAH 26 TOLITTLE FALLS CITY LIMITS
Termini 4.8 MILES NORTH OF CSAH 26 TOLITTLE FALLS CITY LIMITS
980 Present AADT 980
2013 Year of Count 2013
1.4 Projection Factor 1.4
980 Projected Traffic 980
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2003 Latest Year SA funds 2003
0 Number of Signal Legs 0
SB APPROVED MILEAGESEGMENT
Special Message Code SB APPROVED MILEAGESEGMENT
Comments
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49523 Structure Number 49523
7.1 Milepoint 7.1
1978 Year Built 1978
SWAN RIVER Feature Crossed SWAN RIVER
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
90 Bridge Length 90
34 Bridge Width 34
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
4.8 * 509993.88 / 60 * 25 *1.1
$1,121,987
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
4.8 * 2112 * 45.03 / 20 * 25 $570,620
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
4.8 * 12356.36 / 60 * 25 $24,713
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
90 * 34 * 152 / 80 * 25 *1.15
$167,153
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $1,121,987 + $570,620+ $24,713 + $167,153
$1,884,473
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-652-030
Original Current
LITTLE FALLS Municipality LITTLE FALLS
0.8 Segment Length 0.8
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
SOUTH LITTLE FALLS CITY LIMITSTO 0.8 MILES NORTH
Termini SOUTH LITTLE FALLS CITY LIMITSTO 0.8 MILES NORTH
1680 Present AADT 1680
2013 Year of Count 2013
1.4 Projection Factor 1.4
1680 Projected Traffic 1680
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2010 OVERLAY SAP 49-652-09 Comments 2010 OVERLAY SAP 49-652-09
Interchange Override
Segment Override
Bridge Information Status: Original
Original Current
49521 Structure Number 49521
9.67 Milepoint 9.67
1978 Year Built 1978
PIKE CREEK Feature Crossed PIKE CREEK
STREAM CROSSING Type of Service STREAM CROSSING
3 Number of Spans 3
126 Bridge Length 126
47.1 Bridge Width 47.1
100% Shared Structure 100%
Comments
1 ( 0-149 ) Bridge Group Code 1 ( 0-149 )
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.8 * 644333.91 / 60 * 25 *1.1
$236,256
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.8 * 2376 * 45.03 / 20 * 25 $106,991
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.8 * 40855.37 / 60 * 25 $13,618
Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost
126 * 47.1 * 152 / 80 * 25 *1.15
$324,178
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge
$0 + $236,256 + $106,991+ $13,618 + $324,178
$681,043
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-652-035
Original Current
LITTLE FALLS Municipality LITTLE FALLS
0.6 Segment Length 0.6
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.80 MILES NORTH OF S CITYLIMITS TO 7TH ST. SW
Termini 0.80 MILES NORTH OF S CITYLIMITS TO 7TH ST. SW
2030 Present AADT 2030
2013 Year of Count 2013
1.4 Projection Factor 1.4
2030 Projected Traffic 2030
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2010 Latest Year SA funds 2010
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONST 2004 SAP 49-652-03
OVERLAY 2010 SAP 49-652-09
Comments RECONST 2004 SAP 49-652-03
OVERLAY 2010 SAP 49-652-09
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.6 * 1375701.65 / 60 * 25 *1.15
$395,514
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.6 * 2904 * 45.03 / 15 * 25 $130,767
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.6 * 107006.55 / 60 * 25 $26,752
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $395,514 + $130,767+ $26,752
$553,033
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-652-040
Original Current
LITTLE FALLS Municipality LITTLE FALLS
0.64 Segment Length 0.64
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
7TH ST. SW TO 0.14 MILES S OFTH 27
Termini 7TH ST. SW TO 0.14 MILES S OFTH 27
2030 Present AADT 2030
2013 Year of Count 2013
1.4 Projection Factor 1.4
2030 Projected Traffic 2030
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2004 Latest Year SA funds 2004
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RECONST 2004 SAP 49-652-03 Comments RECONST 2004 SAP 49-652-03
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.64 * 1375701.65 / 60 * 25* 1.15
$421,882
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.64 * 2904 * 45.03 / 15 * 25 $139,485
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.64 * 107006.55 / 60 * 25 $28,535
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $421,882 + $139,485+ $28,535
$589,902
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-652-050
Original Current
LITTLE FALLS Municipality LITTLE FALLS
0.14 Segment Length 0.14
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
0.14 MILES SOUTH OF TH 27 TOTH 27
Termini 0.14 MILES SOUTH OF TH 27 TOTH 27
2030 Present AADT 2030
2013 Year of Count 2013
1.4 Projection Factor 1.4
2030 Projected Traffic 2030
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2004 Latest Year SA funds 2004
1 Number of Signal Legs 1
No Special Message Special Message Code No Special Message
RECONST 2004 SAP 49-652-03 Comments RECONST 2004 SAP 49-652-03
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
1 * 56250 / 40 * 25 $35,156
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.14 * 1375701.65 / 60 * 25* 1.15
$92,287
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.14 * 2904 * 45.03 / 15 * 25 $30,512
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.14 * 107006.55 / 60 * 25 $6,242
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$35,156 + $92,287 +$30,512 + $6,242
$164,197
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-652-060
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.6 Segment Length 1.6
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
NORTH LIMITS OF LITTLE FALLSTO TH 10
Termini NORTH LIMITS OF LITTLE FALLSTO TH 10
2240 Present AADT 2240
2013 Year of Count 2013
1.4 Projection Factor 1.4
2240 Projected Traffic 2240
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
1993 Latest Year SA funds 1993
0 Number of Signal Legs 0
THTB-NOT ELIGIBLE FOR TBFUNDS
Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.6 * 644333.91 / 60 * 25 *1.1
$472,512
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.6 * 2376 * 45.03 / 20 * 25 $213,983
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.6 * 40855.37 / 60 * 25 $27,237
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $472,512 + $213,983+ $27,237
$713,732
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-653-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.1 Segment Length 5.1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S CO LINE TO CSAH 34 Termini S CO LINE TO CSAH 34
1316 Present AADT 1316
2013 Year of Count 2013
1.4 Projection Factor 1.4
1316 Projected Traffic 1316
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
2014 Latest Year SA funds 2014
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2014 SAP 049-653-003 M&OL,TURN LANES AND CULVERTTREATMENTS
Comments 2014 SAP 049-653-003 M&OL,TURN LANES AND CULVERTTREATMENTS
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.1 * 509993.88 / 60 * 25 *1.1
$1,192,111
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.1 * 2112 * 45.03 / 20 * 25 $606,284
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.1 * 12356.36 / 60 * 25 $26,257
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,192,111 + $606,284+ $26,257
$1,824,652
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-654-010
Original Current
ROYALTON Municipality ROYALTON
0.51 Segment Length 0.51
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
S CO LINE TO CSAH 26 INROYALTON CITY LIMITS
Termini S CO LINE TO CSAH 26 INROYALTON CITY LIMITS
1470 Present AADT 1470
2013 Year of Count 2013
1.4 Projection Factor 1.4
1470 Projected Traffic 1470
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
1994 Latest Year SA funds 1994
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
Comments
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.51 * 1375701.65 / 60 * 25* 1.15
$336,187
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.51 * 2904 * 45.03 / 15 * 25 $111,152
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.51 * 107006.55 / 60 * 25 $22,739
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $336,187 + $111,152+ $22,739
$470,078
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-676-010
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
1.3 Segment Length 1.3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
TH 10 TO 1.3 MI N OF TH 10 Termini TH 10 TO 1.3 MI N OF TH 10
6860 Present AADT 6860
2013 Year of Count 2013
1.4 Projection Factor 1.4
6860 Projected Traffic 6860
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
THTB-NOT ELIGIBLE FOR TBFUNDS
Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS
2013 SAP 049-676-005 M&OL Comments 2013 SAP 049-676-005 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.3 * 644333.91 / 60 * 25 *1.1
$383,916
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.3 * 2376 * 45.03 / 20 * 25 $173,861
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.3 * 40855.37 / 60 * 25 $22,130
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $383,916 + $173,861+ $22,130
$579,907
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-676-030
Original Current
LITTLE FALLS Municipality LITTLE FALLS
0.3 Segment Length 0.3
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
4 Existing Surface Lanes 4
DIVIDED Existing Lane Description DIVIDED
1.3 MI N OF TH 10 (S LIM LITTLEFALLS) TO 11TH AVE.
Termini 1.3 MI N OF TH 10 (S LIM LITTLEFALLS) TO 11TH AVE.
6860 Present AADT 6860
2013 Year of Count 2013
1.4 Projection Factor 1.4
6860 Projected Traffic 6860
RURAL Design Type RURAL
3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )
2013 Latest Year SA funds 2013
0 Number of Signal Legs 0
THTB-NOT ELIGIBLE FOR TBFUNDS
Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS
2013 SAP 049-676-005 M&OL Comments 2013 SAP 049-676-005 M&OL
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.3 * 644333.91 / 60 * 25 *1.1
$88,596
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.3 * 2376 * 45.03 / 20 * 25 $40,122
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.3 * 40855.37 / 60 * 25 $5,107
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $88,596 + $40,122 +$5,107
$133,825
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-676-040
Original Current
LITTLE FALLS Municipality LITTLE FALLS
2.6 Segment Length 2.6
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
3 Existing Surface Lanes 3
NOT DIVIDED Existing Lane Description NOT DIVIDED
13TH AV NE TO CSAH 46 Termini 13TH AV NE TO CSAH 46
9380 Present AADT 9380
2013 Year of Count 2013
1.4 Projection Factor 1.4
9380 Projected Traffic 9380
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2006 Latest Year SA funds 2006
0 Number of Signal Legs 0
THTB-NOT ELIGIBLE FOR TBFUNDS
Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS
RENUMBERED (EXISTINGSEGMENT 010)
SAP 49-676-03
Comments RENUMBERED (EXISTINGSEGMENT 010)
SAP 49-676-03
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
2.6 * 1375701.65 / 60 * 25 *1.15
$1,713,895
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
2.6 * 2904 * 45.03 / 15 * 25 $566,658
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
2.6 * 107006.55 / 60 * 25 $115,924
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $1,713,895 + $566,658+ $115,924
$2,396,477
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-676-070
Original Current
Unassigned/Unknown Municipality Unassigned/Unknown
5.1 Segment Length 5.1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 46 TO CSAH 48 Termini CSAH 46 TO CSAH 48
9380 Present AADT 9380
2013 Year of Count 2013
1.4 Projection Factor 1.4
9380 Projected Traffic 9380
RURAL Design Type RURAL
4 - RURAL : 7000 - 999999 Design Group 4 ( RURAL : 7000 - 999999 )
2008 Latest Year SA funds 2008
0 Number of Signal Legs 0
THTB-RECONSTRUCTED WITH TBFUNDS
Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS
SAP 49-676-04 SURFACERECONDITION 2008
TH TURNBACK (TB FUNDS USED)
Comments SAP 49-676-04 SURFACERECONDITION 2008
TH TURNBACK (TB FUNDS USED)
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
49X05 Structure Number 49X05
2.56 Milepoint 2.56
2004 Year Built 2004
Fletcher Creek Feature Crossed Fletcher Creek
STREAM CROSSING Type of Service STREAM CROSSING
2 Number of Barrels 2
16 Culvert Width 16
7 Culvert Height 7
59 Culvert Length 59
220 Area of Waterway Opening 220
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
Culvert Information Status: Original
Original Current
49X07X Structure Number 49X07X
5.05 Milepoint 5.05
2005 Year Built 2005
DRAINAGE DITCH Feature Crossed DRAINAGE DITCH
STREAM CROSSING Type of Service STREAM CROSSING
1 Number of Barrels 1
14 Culvert Width 14
12 Culvert Height 12
70 Culvert Length 70
167.99972203 Area of Waterway Opening 167.99972203
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
RailRoadCrossingInformation
Status: Original
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
076048N USDOT Number 076048N
3.2 Located at Milepoint 3.2
1 Mainline Tracks 1
SIGNS ONLY Protection Type SIGNS ONLY
Last Year Protection Upgraded
256 Crossing Length 256
Last Year Surfaced
100% Percentage of Cost 100%
TH TURNBACK Comments TH TURNBACK
RailRoadCrossingInformation
Status: Original
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
076049V USDOT Number 076049V
3.4 Located at Milepoint 3.4
1 Mainline Tracks 1
SIGNS ONLY Protection Type SIGNS ONLY
Last Year Protection Upgraded
152 Crossing Length 152
Last Year Surfaced
100% Percentage of Cost 100%
TH TURNBACK Comments TH TURNBACK
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
5.1 * 2313712.32 / 60 * 25 *1.1
$5,408,303
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
5.1 * 3564 * 45.03 / 20 * 25 $1,023,104
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
5.1 * 467448.58 / 60 * 25 $993,328
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
59 * 220 * 15.47 / 100 * 25 *1.15
$57,730
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
70 * 167.99972203 * 15.47 /100 * 25 * 1.15
$52,304
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
1500 / 25 * 25 $1,500
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
256 * 1350 / 25 * 25 $345,600
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
1500 / 25 * 25 $1,500
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
152 * 1350 / 25 * 25 $205,200
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + Culvert + RRCrossing Protection + RRCrossing Surface + RRCrossing Protection + RRCrossing Surface
$0 + $5,408,303 +$1,023,104 + $993,328 +$57,730 + $52,304 + $1,500+ $345,600 + $1,500 +$205,200
$8,088,569
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-701-010
Original Current
BOWLUS Municipality BOWLUS
0.58 Segment Length 0.58
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 24 TO CSAH 26 Termini CSAH 24 TO CSAH 26
952 Present AADT 952
2013 Year of Count 2013
1.4 Projection Factor 1.4
952 Projected Traffic 952
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
2007 OVERLAY
SAP 49-701-02
Comments 2007 OVERLAY
SAP 49-701-02
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.58 * 1375701.65 / 60 * 25* 1.15
$382,330
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.58 * 2904 * 45.03 / 15 * 25 $126,408
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.58 * 107006.55 / 60 * 25 $25,860
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $382,330 + $126,408+ $25,860
$534,598
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-702-010
Original Current
SWANVILLE Municipality SWANVILLE
0.36 Segment Length 0.36
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 28 TO CSAH 12 Termini TH 28 TO CSAH 12
1470 Present AADT 1470
2013 Year of Count 2013
1.4 Projection Factor 1.4
1470 Projected Traffic 1470
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2009 Latest Year SA funds 2009
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
RESURFACED IN 2009 SAP 49-702-03
Comments RESURFACED IN 2009 SAP 49-702-03
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.36 * 1375701.65 / 60 * 25* 1.15
$237,309
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.36 * 2904 * 45.03 / 15 * 25 $78,460
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.36 * 107006.55 / 60 * 25 $16,051
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $237,309 + $78,460 +$16,051
$331,820
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-703-010
Original Current
HILLMAN Municipality HILLMAN
0.4 Segment Length 0.4
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
CSAH 8 TO CR 247 Termini CSAH 8 TO CR 247
301 Present AADT 301
2013 Year of Count 2013
1.4 Projection Factor 1.4
301 Projected Traffic 301
RURAL Design Type RURAL
2 - RURAL : 150 - 1499 Design Group 2 ( RURAL : 150 - 1499 )
1979 Latest Year SA funds 1979
0 Number of Signal Legs 0
No Special Message Special Message Code No Special Message
COMBINED SEGMENTS 010 & 020IN 2005
Comments COMBINED SEGMENTS 010 & 020IN 2005
Interchange Override
Segment Override
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
0.4 * 509993.88 / 60 * 25 *1.1
$93,499
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
0.4 * 2112 * 45.03 / 20 * 25 $47,552
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
0.4 * 12356.36 / 60 * 25 $2,059
Total Segment Cost Signal Leg + Construction+ Preservation + ROW
$0 + $93,499 + $47,552 +$2,059
$143,110
SANEEDS - CSAH - Segment Report
Roadway SegmentInformation
Status : Original
County Name : MORRISON Segment Nbr : 049-704-010
Original Current
RANDALL Municipality RANDALL
1.1 Segment Length 1.1
BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH
2 Existing Surface Lanes 2
NOT DIVIDED Existing Lane Description NOT DIVIDED
TH 10 TO TH 115 Termini TH 10 TO TH 115
1540 Present AADT 1540
2013 Year of Count 2013
1.4 Projection Factor 1.4
1540 Projected Traffic 1540
URBAN Design Type URBAN
5 - URBAN : 0 - 9999 Design Group 5 ( URBAN : 0 - 9999 )
2007 Latest Year SA funds 2007
0 Number of Signal Legs 0
THTB-NOT ELIGIBLE FOR TBFUNDS
Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS
2007 RECONSTRUCTION
GRADING, SAP 49-704-02
Comments 2007 RECONSTRUCTION
GRADING, SAP 49-704-02
Interchange Override
Segment Override
Culvert Information Status: Original
Original Current
49J18 Structure Number 49J18
0.25 Milepoint 0.25
1999 Year Built 1999
N FK LITTLE ELK RIVER Feature Crossed N FK LITTLE ELK RIVER
STREAM CROSSING Type of Service STREAM CROSSING
4 Number of Barrels 4
12 Culvert Width 12
7 Culvert Height 7
64 Culvert Length 64
336 Area of Waterway Opening 336
100% Shared Structure 100%
Comments
1 Culvert Group Code 1
RailRoadCrossingInformation
Status: Original
Original Current
BURLINGTON NORTHERN SANTAFE RAILWAY
RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY
097588S USDOT Number 097588S
0.2 Located at Milepoint 0.2
2 Mainline Tracks 2
SIGNALS & GATES Protection Type SIGNALS & GATES
1986 Last Year Protection Upgraded 1986
32 Crossing Length 32
2007 Last Year Surfaced 2007
100% Percentage of Cost 100%
Comments
Segment CostInformation
Computation Factor Computation Formula Values Used ForCalculation
Computation Result
Signal Leg TrafficSignalLegs *UnitCost / SignalLifeCycle* StatutoryNeedsYear
0 * 56250 / 40 * 25 $0
Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost
1.1 * 1375701.65 / 60 * 25 *1.15
$725,109
Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear
1.1 * 2904 * 45.03 / 15 * 25 $239,740
ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear
1.1 * 107006.55 / 60 * 25 $49,045
Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost
64 * 336 * 15.47 / 100 * 25 *1.15
$95,642
RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear
325000 / 25 * 25 $325,000
RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear
32 * 1350 / 25 * 25 $43,200
Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + RR CrossingProtection + RR CrossingSurface
$0 + $725,109 + $239,740+ $49,045 + $95,642 +$325,000 + $43,200
$1,477,736
Recommended