SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : RAMSEY Segment Nbr :...

SANEEDS - CSAH - Segment Report

Roadway SegmentInformation

Status : Revised

County Name : RAMSEY Segment Nbr : 062-601-010

Original Current

SHOREVIEW Municipality SHOREVIEW

1.15 Segment Length 1.15

MIXED BITUMINOUS Existing Surface Type MIXED BITUMINOUS

2 Existing Surface Lanes 2

NOT DIVIDED Existing Lane Description NOT DIVIDED

1.15 MI W TO CSAH 49 Termini 1.15 MI W TO CSAH 49

10300 Present AADT 10300

2013 Year of Count 2015

1 Projection Factor 1

10300 Projected Traffic 10300

URBAN Design Type URBAN

6 - URBAN : 10000 - 19999 Design Group 6 ( URBAN : 10000 - 19999 )

2016 Latest Year SA funds 2016

1 Number of Signal Legs 1

No Special Message Special Message Code No Special Message

Comments

Interchange Override

Segment Override

Bridge Information Status: Original

Original Current

02558 Structure Number 02558

0 Milepoint 0

1992 Year Built 1992

RICE CREEK Feature Crossed RICE CREEK

STREAM CROSSING Type of Service STREAM CROSSING

1 Number of Spans 1

21 Bridge Length 21

74.7 Bridge Width 74.7

50% Shared Structure 50%

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

1 * 56250 / 40 * 25 $35,156

Construction Length * UnitCost /ConstrLifeCycle *StatutoryNeedsYear *DevelopmentCost

1.15 * 4225495.41 / 60 * 25* 1.15

$2,328,424

Preservation Length * Quantity *UnitCost /PreservationLifeCycle *StatutoryNeedsYear

1.15 * 3696 * 65.52 / 15 * 25 $464,144

ROW Length * UnitCost /ROWLifeCycle *StatutoryNeedsYear

1.15 * 566370.18 / 60 * 25 $271,386

Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost *PercentOfCost

21 * 74.7 * 152 / 80 * 25 *1.15 * 50%

$42,845

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge

$35,156 + $2,328,424 +$464,144 + $271,386 +$42,845

$3,141,955



Status : Original


Original Current


1 Segment Length 1




CSAH 49 TO 1.0 MI E Termini CSAH 49 TO 1.0 MI E





RURAL Design Type RURAL

3 - RURAL : 1500 - 6999 Design Group 3 ( RURAL : 1500 - 6999 )




Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


1 * 1021937.01 / 60 * 25 *1.1

$468,388


1 * 2376 * 65.52 / 20 * 25 $194,594


1 * 85357.87 / 60 * 25 $35,566

Total Segment Cost Signal Leg + Construction+ Preservation + ROW

$35,156 + $468,388 +$194,594 + $35,566

$733,704



Status : Original


Original Current

Unassigned/Unknown Municipality Unassigned/Unknown

1 Segment Length 1




1.0 MI E TO 2.0 MI E OF TH 49 Termini 1.0 MI E TO 2.0 MI E OF TH 49










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1021937.01 / 60 * 25 *1.1

$468,388


1 * 2376 * 65.52 / 20 * 25 $194,594


1 * 85357.87 / 60 * 25 $35,566


$0 + $468,388 + $194,594+ $35,566

$698,548



Status : Original


Original Current

NORTH OAKS Municipality NORTH OAKS





2.0 MI E TO 2.75 MI E OF TH 49 Termini 2.0 MI E TO 2.75 MI E OF TH 49










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.75 * 1021937.01 / 60 * 25* 1.1

$351,291


0.75 * 2376 * 65.52 / 20 * 25 $145,946


0.75 * 85357.87 / 60 * 25 $26,674


$0 + $351,291 + $145,946+ $26,674

$523,911



Status : Original


Original Current



SURFACE TREATED Existing Surface Type SURFACE TREATED



CSAH 71 TO EAST COUNTY LINE Termini CSAH 71 TO EAST COUNTY LINE










2013 SAP 062-602-016 M&OL TIEDTO WASH CO WORK - SHORT ST

Comments 2013 SAP 062-602-016 M&OL TIEDTO WASH CO WORK - SHORT ST


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1021937.01 / 60 * 25 *1.1

$46,839


0.1 * 2376 * 65.52 / 20 * 25 $19,459


0.1 * 85357.87 / 60 * 25 $3,557


$0 + $46,839 + $19,459 +$3,557

$69,855



Status : Revised


Original Current

MOUNDS VIEW Municipality MOUNDS VIEW


PORT CEMENT CONC Existing Surface Type PORT CEMENT CONC



TH 10 TO .08 MILES EAST OFQUINCY

Termini TH 10 TO .08 MILES EAST OFQUINCY










Comments SAP 062-030-021 2016


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


1.06 * 2738635.28 / 60 * 25* 1.15

$1,390,999


1.06 * 2904 * 65.52 / 15 * 25 $336,144


1.06 * 436504.07 / 60 * 25 $192,789


$105,469 + $1,390,999 +$336,144 + $192,789

$2,025,401



Status : Revised


Original Current






CO RD I -FROM 0.08 MILES EASTOF QUINCY TO FAI 35W

Termini CO RD I -FROM 0.08 MILES EASTOF QUINCY TO FAI 35W










Comments SAP 062-030-021 2016


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.18 * 2738635.28 / 60 * 25* 1.15

$236,207


0.18 * 2904 * 65.52 / 15 * 25 $57,081


0.18 * 436504.07 / 60 * 25 $32,738


$140,625 + $236,207 +$57,081 + $32,738

$466,651



Status : Original


Original Current






FAI 35W TO SHUTTA RD Termini FAI 35W TO SHUTTA RD










Comments


Segment Override


Original Current


1.38 Milepoint 1.38


Rice Creek Feature Crossed Rice Creek


1 Number of Spans 1

51.2 Bridge Length 51.2

56 Bridge Width 56


Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.49 * 2738635.28 / 60 * 25* 1.15

$643,009


0.49 * 2904 * 65.52 / 15 * 25 $155,387


0.49 * 436504.07 / 60 * 25 $89,120

Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost

51.2 * 56 * 152 / 80 * 25 *1.15

$156,621


$0 + $643,009 + $155,387+ $89,120 + $156,621

$1,044,137



Status : Original


Original Current






SHUTTA RD. TO 0.75 M W OFHAMLINE

Termini SHUTTA RD. TO 0.75 M W OFHAMLINE










CONST. SAP 62-603-17, 2005 Comments CONST. SAP 62-603-17, 2005


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.26 * 1996892.57 / 60 * 25* 1.1

$237,963


0.26 * 3564 * 65.52 / 20 * 25 $75,892


0.26 * 181173.68 / 60 * 25 $19,627


$0 + $237,963 + $75,892 +$19,627

$333,482



Status : Original


Original Current

ARDEN HILLS Municipality ARDEN HILLS





HAMLINE AVE. TO 0.75 MI W Termini HAMLINE AVE. TO 0.75 MI W












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.75 * 1021937.01 / 60 * 25* 1.1

$351,291


0.75 * 2376 * 65.52 / 20 * 25 $145,946


0.75 * 85357.87 / 60 * 25 $26,674


$0 + $351,291 + $145,946+ $26,674

$523,911



Status : Original


Original Current






HAMLINE AVE. TO 0.22 MI E Termini HAMLINE AVE. TO 0.22 MI E










RECONSTRUCTED UNDER 62-603-15

Comments RECONSTRUCTED UNDER 62-603-15


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.22 * 1021937.01 / 60 * 25* 1.1

$103,045


0.22 * 2376 * 65.52 / 20 * 25 $42,811


0.22 * 85357.87 / 60 * 25 $7,824


$0 + $103,045 + $42,811 +$7,824

$153,680



Status : Original


Original Current






0.22 MI E OF HAMLINE AVE. TO.10MILES EASTOF LEXINGTON AVE.

Termini 0.22 MI E OF HAMLINE AVE. TO.10MILES EASTOF LEXINGTON AVE.










SAP 62-603-15 Comments SAP 62-603-15


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.39 * 2738635.28 / 60 * 25* 1.15

$511,782


0.39 * 2904 * 65.52 / 15 * 25 $123,676


0.39 * 436504.07 / 60 * 25 $70,932


$70,313 + $511,782 +$123,676 + $70,932

$776,703



Status : Original


Original Current



BIT CONC OR ASPH Existing Surface Type BIT CONC OR ASPH



.10 MILES EAST OFLEXINGTONAVE. TO .CSAH 49.

Termini .10 MILES EAST OFLEXINGTONAVE. TO .CSAH 49.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.9 * 2738635.28 / 60 * 25 *1.15

$1,181,036


0.9 * 2904 * 65.52 / 15 * 25 $285,405


0.9 * 436504.07 / 60 * 25 $163,689


$35,156 + $1,181,036 +$285,405 + $163,689

$1,665,286



Status : Original


Original Current






SHERWOOD FROM TURTLE LK.RD. TO 0.46 MILES EAST OF TLKRD.

Termini SHERWOOD FROM TURTLE LK.RD. TO 0.46 MILES EAST OF TLKRD.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.46 * 610216.45 / 60 * 25 *1.1

$128,654


0.46 * 2112 * 65.52 / 20 * 25 $79,567


0.46 * 27775.28 / 60 * 25 $5,324


$0 + $128,654 + $79,567 +$5,324

$213,545



Status : Original


Original Current






0.46 MILE EAST OF TURTLE LAKERD TO 1.21MILES E OF TLK RD

Termini 0.46 MILE EAST OF TURTLE LAKERD TO 1.21MILES E OF TLK RD










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.75 * 610216.45 / 60 * 25 *1.1

$209,762


0.75 * 2112 * 65.52 / 20 * 25 $129,730


0.75 * 27775.28 / 60 * 25 $8,680


$0 + $209,762 + $129,730+ $8,680

$348,172



Status : Original


Original Current






1.21 MILES EAST OF TLR TO NOCO LINE

Termini 1.21 MILES EAST OF TLR TO NOCO LINE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 610216.45 / 60 * 25 *1.1

$83,905


0.3 * 2112 * 65.52 / 20 * 25 $51,892


0.3 * 27775.28 / 60 * 25 $3,472


$0 + $83,905 + $51,892 +$3,472

$139,269



Status : Original


Original Current


1 Segment Length 1




CENTERVILLE RD. TO OTTERLAKE RD.

Termini CENTERVILLE RD. TO OTTERLAKE RD.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1021937.01 / 60 * 25 *1.1

$468,388


1 * 2376 * 65.52 / 20 * 25 $194,594


1 * 85357.87 / 60 * 25 $35,566


$0 + $468,388 + $194,594+ $35,566

$698,548



Status : Original


Original Current






OTTER LAKE ROAD TO BALDEAGLE BLVD. W

Termini OTTER LAKE ROAD TO BALDEAGLE BLVD. W










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1021937.01 / 60 * 25 *1.1

$234,194


0.5 * 2376 * 65.52 / 20 * 25 $97,297


0.5 * 85357.87 / 60 * 25 $17,783


$0 + $234,194 + $97,297 +$17,783

$349,274



Status : Original


Original Current






CO. RD. H 2 TO 0.3 MI W OF BALDEAGLE BLVD. E

Termini CO. RD. H 2 TO 0.3 MI W OF BALDEAGLE BLVD. E










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1021937.01 / 60 * 25 *1.1

$187,355


0.4 * 2376 * 65.52 / 20 * 25 $77,838


0.4 * 85357.87 / 60 * 25 $14,226


$0 + $187,355 + $77,838 +$14,226

$279,419



Status : Original


Original Current






0.3 MI W TO CSAH 7 Termini 0.3 MI W TO CSAH 7










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 1021937.01 / 60 * 25 *1.1

$140,516


0.3 * 2376 * 65.52 / 20 * 25 $58,378


0.3 * 85357.87 / 60 * 25 $10,670


$0 + $140,516 + $58,378 +$10,670

$209,564



Status : Original


Original Current






BALD EAGLE BLVD. TO PARKAVE.

Termini BALD EAGLE BLVD. TO PARKAVE.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 1021937.01 / 60 * 25 *1.1

$140,516


0.3 * 2376 * 65.52 / 20 * 25 $58,378


0.3 * 85357.87 / 60 * 25 $10,670


$0 + $140,516 + $58,378 +$10,670

$209,564



Status : Original


Original Current






PARK AVE. TO BUFFALO ST. Termini PARK AVE. TO BUFFALO ST.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 610216.45 / 60 * 25 *1.1

$83,905


0.3 * 2112 * 65.52 / 20 * 25 $51,892


0.3 * 27775.28 / 60 * 25 $3,472


$0 + $83,905 + $51,892 +$3,472

$139,269



Status : Original


Original Current






BALD EAGLE BLVD. TO HUGOROAD

Termini BALD EAGLE BLVD. TO HUGOROAD










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 610216.45 / 60 * 25 *1.1

$83,905


0.3 * 2112 * 65.52 / 20 * 25 $51,892


0.3 * 27775.28 / 60 * 25 $3,472


$0 + $83,905 + $51,892 +$3,472

$139,269



Status : Original


Original Current






CO RD 154 (HUGO ROAD) TONORTHWEST AVE.

Termini CO RD 154 (HUGO ROAD) TONORTHWEST AVE.










2014 CSAH EXPENDITUREMNDOT/RAMSEY COUNTYCOOPERATIVE AGREEMENT NO.00227

Comments 2014 CSAH EXPENDITUREMNDOT/RAMSEY COUNTYCOOPERATIVE AGREEMENT NO.00227


Segment Override

RailRoadCrossingInformation

Status: Original

Original Current

BURLINGTON NORTHERN SANTAFE RAILWAY

RailRoad Name BURLINGTON NORTHERN SANTAFE RAILWAY

082582G USDOT Number 082582G

0.1 Located at Milepoint 0.1

1 Mainline Tracks 1

SIGNALS ONLY Protection Type SIGNALS ONLY

Last Year Protection Upgraded

54 Crossing Length 54

Last Year Surfaced

100% Percentage of Cost 100%

Comments



Computation Result


2 * 56250 / 40 * 25 $70,313


0.2 * 1021937.01 / 60 * 25 *1.1

$93,678


0.2 * 2376 * 65.52 / 20 * 25 $38,919


0.2 * 85357.87 / 60 * 25 $7,113

RR Crossing Protection UnitCost /RRCrossingLifeCycle *StatutoryNeedsYear

275000 / 25 * 25 $275,000

RR Crossing Surface SurfaceLength * UnitCost/ RRCrossingLifeCycle *StatutoryNeedsYear

54 * 1350 / 25 * 25 $72,900

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +RR Crossing Protection +RR Crossing Surface

$70,313 + $93,678 +$38,919 + $7,113 +$275,000 + $72,900

$557,923



Status : Original


Original Current






NORTHWEST AVE. TO PORTLANDAVE.

Termini NORTHWEST AVE. TO PORTLANDAVE.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1021937.01 / 60 * 25 *1.1

$187,355


0.4 * 2376 * 65.52 / 20 * 25 $77,838


0.4 * 85357.87 / 60 * 25 $14,226


$0 + $187,355 + $77,838 +$14,226

$279,419



Status : Original


Original Current

NEW BRIGHTON Municipality NEW BRIGHTON





SILVER LAKE RD. TO 0.25 MI EAST Termini SILVER LAKE RD. TO 0.25 MI EAST










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.25 * 1021937.01 / 60 * 25* 1.1

$117,097


0.25 * 2376 * 65.52 / 20 * 25 $48,649


0.25 * 85357.87 / 60 * 25 $8,891


$35,156 + $117,097 +$48,649 + $8,891

$209,793



Status : Original


Original Current






0.25 MI E OF SILVER LAKE RD. TOLONG LAKE RD.

Termini 0.25 MI E OF SILVER LAKE RD. TOLONG LAKE RD.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 1021937.01 / 60 * 25* 1.1

$117,097


0.25 * 2376 * 65.52 / 20 * 25 $48,649


0.25 * 85357.87 / 60 * 25 $8,891


$0 + $117,097 + $48,649 +$8,891

$174,637



Status : Original


Original Current






LONG LAKE RD. TO 0.25 MI EAST Termini LONG LAKE RD. TO 0.25 MI EAST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 1021937.01 / 60 * 25* 1.1

$117,097


0.25 * 2376 * 65.52 / 20 * 25 $48,649


0.25 * 85357.87 / 60 * 25 $8,891


$0 + $117,097 + $48,649 +$8,891

$174,637



Status : Original


Original Current






0.25 MI E OF LONG LAKE RD TOWEST MOUNDS VIEW LIMITS

Termini 0.25 MI E OF LONG LAKE RD TOWEST MOUNDS VIEW LIMITS










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 1021937.01 / 60 * 25* 1.1

$117,097


0.25 * 2376 * 65.52 / 20 * 25 $48,649


0.25 * 85357.87 / 60 * 25 $8,891


$0 + $117,097 + $48,649 +$8,891

$174,637



Status : Revised


Original Current





DIVIDED Existing Lane Description DIVIDED

W MOUNDS VIEW LIMS TO TH10/CSAH 10

Termini W MOUNDS VIEW LIMS TO TH10/CSAH 10










RECONSTRUCTED IN 2016- SP062-609-003

Comments RECONSTRUCTED IN 2016- SP062-609-003


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.28 * 4225495.41 / 60 * 25* 1.15

$566,921


0.28 * 3696 * 65.52 / 15 * 25 $113,009


0.28 * 566370.18 / 60 * 25 $66,077


$0 + $566,921 + $113,009+ $66,077

$746,007



Status : Revised


Original Current






TH 10/CSAH 10 TH 35W Termini TH 10/CSAH 10 TH 35W










RECONSTRUCTED IN 2016- SP062-609-006 AND SP 6284-162

Comments RECONSTRUCTED IN 2016- SP062-609-006 AND SP 6284-162


Segment Override

Bridge Information Status: New

Original Current


1.4 Milepoint 1.4


I-35W Feature Crossed I-35W

HWY INTERCHANGE Type of Service HWY INTERCHANGE

2 Number of Spans 2




CONSTRUCTED IN 2016- SP 062-609-006 AND SP 6284-162

Comments CONSTRUCTED IN 2016- SP 062-609-006 AND SP 6284-162

2 ( 150-999,999 ) Bridge Group Code 2 ( 150-999,999 )



Computation Result


0 * 56250 / 40 * 25 $0


0.22 * 4225495.41 / 60 * 25* 1.15

$445,438


0.22 * 3696 * 65.52 / 15 * 25 $88,793


0.22 * 566370.18 / 60 * 25 $51,917


251.67 * 79.25 * 138 / 80 *25 * 1.15

$989,140


$0 + $445,438 + $88,793 +$51,917 + $989,140

$1,575,288



Status : Revised


Original Current






TH 35W TO NB RAMP Termini TH 35W TO NB RAMP










CONSTRUCTED IN 2016- SP 062-609-006

Comments CONSTRUCTED IN 2016- SP 062-609-006


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 4225495.41 / 60 * 25* 1.15

$121,483


0.06 * 3696 * 65.52 / 15 * 25 $24,216


0.06 * 566370.18 / 60 * 25 $14,159


$0 + $121,483 + $24,216 +$14,159

$159,858



Status : Original


Original Current






TH 10 TO SILVER LK RD. Termini TH 10 TO SILVER LK RD.









THTB-RECONSTRUCTED WITH TBFUNDS

Special Message Code THTB-RECONSTRUCTED WITH TBFUNDS

2013 SP 062-610-003 SIGNAL @SILVER LAKE RD

LUMP SUM PAYMENT 2006

Comments 2013 SP 062-610-003 SIGNAL @SILVER LAKE RD



Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.61 * 5259942.61 / 60 * 25* 1.15

$1,537,437


0.61 * 4488 * 65.52 / 15 * 25 $298,955


0.61 * 883293.09 / 60 * 25 $224,504


$35,156 + $1,537,437 +$298,955 + $224,504

$2,096,052



Status : Original


Original Current






FROM SILVER LAKE RD TO CORD H.

Termini FROM SILVER LAKE RD TO CORD H.











2013 SP 062-610-003 SIGNAL @SILVER LAKE RD

COMBINED WITH SEGMENTS 030& 040 IN 2005


Comments 2013 SP 062-610-003 SIGNAL @SILVER LAKE RD

COMBINED WITH SEGMENTS 030& 040 IN 2005



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.68 * 5259942.61 / 60 * 25* 1.15

$4,234,254


1.68 * 4488 * 65.52 / 15 * 25 $823,351


1.68 * 883293.09 / 60 * 25 $618,305


$0 + $4,234,254 + $823,351+ $618,305

$5,675,910



Status : Original


Original Current






WEST COUNTY LINE TO LONGLAKE RD.

Termini WEST COUNTY LINE TO LONGLAKE RD.










CONST. SAP 147-020-32 Comments CONST. SAP 147-020-32


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.8 * 1021937.01 / 60 * 25 *1.1

$374,710


0.8 * 2376 * 65.52 / 20 * 25 $155,676


0.8 * 85357.87 / 60 * 25 $28,453


$70,313 + $374,710 +$155,676 + $28,453

$629,152



Status : Original


Original Current






LONG LAKE RD. TO OLDHIGHWAY 8

Termini LONG LAKE RD. TO OLDHIGHWAY 8










Comments


Segment Override


Status: Original

Original Current

MINNESOTA COMMERCIALRAILWAY COMPANY

RailRoad Name MINNESOTA COMMERCIALRAILWAY COMPANY

463542M USDOT Number 463542M


0 Mainline Tracks 0

SIGNS ONLY Protection Type SIGNS ONLY

1981 Last Year Protection Upgraded 1981


Last Year Surfaced


Comments



Computation Result


3 * 56250 / 40 * 25 $105,469


0.29 * 2738635.28 / 60 * 25* 1.15

$380,556


0.29 * 2904 * 65.52 / 15 * 25 $91,964


0.29 * 436504.07 / 60 * 25 $52,744


1500 / 25 * 25 $1,500


70 * 1350 / 25 * 25 $94,500


$105,469 + $380,556 +$91,964 + $52,744 + $1,500+ $94,500

$726,733



Status : Original


Original Current






COUNTY ROAD F - HAMLINE AVE.TO LEXINGTON AVE.

Termini COUNTY ROAD F - HAMLINE AVE.TO LEXINGTON AVE.










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.51 * 2738635.28 / 60 * 25* 1.15

$669,254


0.51 * 2904 * 65.52 / 15 * 25 $161,730


0.51 * 436504.07 / 60 * 25 $92,757


$70,313 + $669,254 +$161,730 + $92,757

$994,054



Status : Original


Original Current






LEXINGTON AVE. TOCHATSWORTH ST.

Termini LEXINGTON AVE. TOCHATSWORTH ST.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.24 * 2738635.28 / 60 * 25* 1.15

$314,943


0.24 * 2904 * 65.52 / 15 * 25 $76,108


0.24 * 436504.07 / 60 * 25 $43,650


$35,156 + $314,943 +$76,108 + $43,650

$469,857



Status : Original


Original Current






CHATSWORTH ST. TO VICTORIAST.

Termini CHATSWORTH ST. TO VICTORIAST.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.51 * 2738635.28 / 60 * 25* 1.15

$669,254


0.51 * 2904 * 65.52 / 15 * 25 $161,730


0.51 * 436504.07 / 60 * 25 $92,757


$0 + $669,254 + $161,730+ $92,757

$923,741



Status : Original


Original Current






TH 49 TO RICE ST. Termini TH 49 TO RICE ST.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.19 * 610216.45 / 60 * 25 *1.1

$53,140


0.19 * 2112 * 65.52 / 20 * 25 $32,865


0.19 * 27775.28 / 60 * 25 $2,199


$0 + $53,140 + $32,865 +$2,199

$88,204



Status : Original


Original Current

VADNAIS HEIGHTS Municipality VADNAIS HEIGHTS

1 Segment Length 1




RICE ST. TO MC MENEMY ST. Termini RICE ST. TO MC MENEMY ST.










SAP 62-612-20, 2006 CONST Comments SAP 62-612-20, 2006 CONST


Segment Override


Status: Original

Original Current

CANADIAN PACIFIC RAILWAY RailRoad Name CANADIAN PACIFIC RAILWAY

691413A USDOT Number 691413A


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1021937.01 / 60 * 25 *1.1

$468,388


1 * 2376 * 65.52 / 20 * 25 $194,594


1 * 85357.87 / 60 * 25 $35,566


275000 / 25 * 25 $275,000


88 * 1350 / 25 * 25 $118,800


$0 + $468,388 + $194,594+ $35,566 + $275,000 +$118,800

$1,092,348



Status : Original


Original Current






MC MENEMY ST. TO 0.23 MI EAST Termini MC MENEMY ST. TO 0.23 MI EAST












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 1021937.01 / 60 * 25* 1.1

$107,729


0.23 * 2376 * 65.52 / 20 * 25 $44,757


0.23 * 85357.87 / 60 * 25 $8,180


$0 + $107,729 + $44,757 +$8,180

$160,666



Status : Original


Original Current






0.23 MI E OF MC MENEMY ST. TO0.15 MI W OF CENTERVILLE RD.

Termini 0.23 MI E OF MC MENEMY ST. TO0.15 MI W OF CENTERVILLE RD.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.12 * 1021937.01 / 60 * 25* 1.1

$524,594


1.12 * 2376 * 65.52 / 20 * 25 $217,946


1.12 * 85357.87 / 60 * 25 $39,834


$0 + $524,594 + $217,946+ $39,834

$782,374



Status : Original


Original Current






0.15 W OF CENTERVILLE RD. TOCENTERVILLE RD

Termini 0.15 W OF CENTERVILLE RD. TOCENTERVILLE RD










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.15 * 2738635.28 / 60 * 25* 1.15

$196,839


0.15 * 2904 * 65.52 / 15 * 25 $47,568


0.15 * 436504.07 / 60 * 25 $27,282


$0 + $196,839 + $47,568 +$27,282

$271,689



Status : Original


Original Current

WHITE BEAR LAKE Municipality WHITE BEAR LAKE

1 Segment Length 1




TH 61 TO MCKNIGHT RD Termini TH 61 TO MCKNIGHT RD










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


1 * 2738635.28 / 60 * 25 *1.15

$1,312,263


1 * 2904 * 65.52 / 15 * 25 $317,117


1 * 436504.07 / 60 * 25 $181,877


$105,469 + $1,312,263 +$317,117 + $181,877

$1,916,726



Status : Original


Original Current






MCKNIGHT RD TO E LIMITS OFWBL.

Termini MCKNIGHT RD TO E LIMITS OFWBL.










COMBINED WITH SEG 110 IN 2005 Comments COMBINED WITH SEG 110 IN 2005


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 1021937.01 / 60 * 25 *1.1

$281,033


0.6 * 2376 * 65.52 / 20 * 25 $116,757


0.6 * 85357.87 / 60 * 25 $21,339


$0 + $281,033 + $116,757+ $21,339

$419,129



Status : Original


Original Current






E L WHITE BEAR LK TO E CO LINE Termini E L WHITE BEAR LK TO E CO LINE










Comments


Segment Override

Culvert Information Status: Original

Original Current


6.05 Milepoint 6.05


SUCKER CREEK Feature Crossed SUCKER CREEK

Type of Service

2 Number of Barrels 2

16.8 Culvert Width 16.8

6 Culvert Height 6

70 Culvert Length 70

100.8 Area of Waterway Opening 100.8


Comments

1 Culvert Group Code 1



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1021937.01 / 60 * 25 *1.1

$187,355


0.4 * 2376 * 65.52 / 20 * 25 $77,838


0.4 * 85357.87 / 60 * 25 $14,226

Culvert CulvertLength * Area *UnitCost /CulvertLifeCycle *StatutoryNeedsYear *DevelopmentCost

70 * 100.8 * 15.47 / 100 * 25* 1.15

$31,382

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert

$0 + $187,355 + $77,838 +$14,226 + $31,382

$310,801



Status : Original


Original Current






MC MENEMY ST. TO EDGERTONST.

Termini MC MENEMY ST. TO EDGERTONST.












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 1021937.01 / 60 * 25 *1.1

$281,033


0.6 * 2376 * 65.52 / 20 * 25 $116,757


0.6 * 85357.87 / 60 * 25 $21,339


$0 + $281,033 + $116,757+ $21,339

$419,129



Status : Original


Original Current






EDGERTON ST. TO .11MI WEST OFCENTERVILLE RD

Termini EDGERTON ST. TO .11MI WEST OFCENTERVILLE RD










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.35 * 1021937.01 / 60 * 25* 1.1

$163,936


0.35 * 2376 * 65.52 / 20 * 25 $68,108


0.35 * 85357.87 / 60 * 25 $12,448


$0 + $163,936 + $68,108 +$12,448

$244,492



Status : Original


Original Current






KOHLER RD-.11MI WEST OFCENTERVILLE TO CENTERVILLERD

Termini KOHLER RD-.11MI WEST OFCENTERVILLE TO CENTERVILLERD










CHANGED PROPOSED ROADWAYWIIDTH TO MAX ALLOWED BYDESIGN GUIDELINES. 4/17/07 SL

SAP 62-614-02

Comments CHANGED PROPOSED ROADWAYWIIDTH TO MAX ALLOWED BYDESIGN GUIDELINES. 4/17/07 SL

SAP 62-614-02


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.11 * 2738635.28 / 60 * 25* 1.15

$144,349


0.11 * 2904 * 65.52 / 15 * 25 $34,883


0.11 * 436504.07 / 60 * 25 $20,006


$35,156 + $144,349 +$34,883 + $20,006

$234,394



Status : Original


Original Current






GOOSE LAKE ROAD -CENTERVILLE ROAD TO LABOREROAD

Termini GOOSE LAKE ROAD -CENTERVILLE ROAD TO LABOREROAD










CHANGED PROPOSED ROADBEDWIDTH TO 28 FEET PER MAXALLOWED BY DESIGN CHART. SL3/31/08

Comments CHANGED PROPOSED ROADBEDWIDTH TO 28 FEET PER MAXALLOWED BY DESIGN CHART. SL3/31/08


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.16 * 1021937.01 / 60 * 25* 1.1

$74,942


0.16 * 2376 * 65.52 / 20 * 25 $31,135


0.16 * 85357.87 / 60 * 25 $5,691


$0 + $74,942 + $31,135 +$5,691

$111,768



Status : Original


Original Current






LABORE ROAD - GOOSE LAKEROAD TO GOOSE LAKE ROAD

Termini LABORE ROAD - GOOSE LAKEROAD TO GOOSE LAKE ROAD













Segment Override


Status: Original

Original Current



061374X USDOT Number 061374X


1 Mainline Tracks 1


Last Year Protection Upgraded


Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.04 * 1021937.01 / 60 * 25* 1.1

$18,736


0.04 * 2376 * 65.52 / 20 * 25 $7,784


0.04 * 85357.87 / 60 * 25 $1,423


1500 / 25 * 25 $1,500


38 * 1350 / 25 * 25 $51,300


$0 + $18,736 + $7,784 +$1,423 + $1,500 + $51,300

$80,743



Status : Original


Original Current

GEM LAKE Municipality GEM LAKE





GOOSE LAKE ROAD - LABOREROAD TO OTTER LAKE ROAD

Termini GOOSE LAKE ROAD - LABOREROAD TO OTTER LAKE ROAD













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.39 * 1021937.01 / 60 * 25* 1.1

$651,059


1.39 * 2376 * 65.52 / 20 * 25 $270,486


1.39 * 85357.87 / 60 * 25 $49,436


$0 + $651,059 + $270,486+ $49,436

$970,981



Status : Original


Original Current

ST ANTHONY Municipality ST ANTHONY





W CO LINE TO 0.23 MI E Termini W CO LINE TO 0.23 MI E










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 1021937.01 / 60 * 25* 1.1

$107,729


0.23 * 2376 * 65.52 / 20 * 25 $44,757


0.23 * 85357.87 / 60 * 25 $8,180


$0 + $107,729 + $44,757 +$8,180

$160,666



Status : Original


Original Current






0.23 MI E OF W CO LINE TOSILVER LAKE RD.

Termini 0.23 MI E OF W CO LINE TOSILVER LAKE RD.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.23 * 1021937.01 / 60 * 25* 1.1

$107,729


0.23 * 2376 * 65.52 / 20 * 25 $44,757


0.23 * 85357.87 / 60 * 25 $8,180


$35,156 + $107,729 +$44,757 + $8,180

$195,822



Status : Original


Original Current






SILVER LAKE RD. TO OLDHIGHWAY 8

Termini SILVER LAKE RD. TO OLDHIGHWAY 8










Comments


Segment Override


Original Current


1.3 Milepoint 1.3


CO DITCH # 2 Feature Crossed CO DITCH # 2

Type of Service


4 Culvert Width 4

4 Culvert Height 4




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.95 * 1021937.01 / 60 * 25* 1.1

$444,968


0.95 * 2376 * 65.52 / 20 * 25 $184,865


0.95 * 85357.87 / 60 * 25 $33,787


114 * 50.00046828 * 15.47 /100 * 25 * 1.15

$25,352


$0 + $444,968 + $184,865+ $33,787 + $25,352

$688,972



Status : Original


Original Current






SNELLING AVE. TO E JCT NEWT.H. 51

Termini SNELLING AVE. TO E JCT NEWT.H. 51











Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.3 * 4225495.41 / 60 * 25 *1.15

$607,415


0.3 * 3696 * 65.52 / 15 * 25 $121,081


0.3 * 566370.18 / 60 * 25 $70,796


$105,469 + $607,415 +$121,081 + $70,796

$904,761



Status : Original


Original Current






E JCT NEW TH 51 TO LEXINGTONAVE.

Termini E JCT NEW TH 51 TO LEXINGTONAVE.











Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


$140,625 + $1,012,358 +$201,802 + $117,994

$1,472,779



Status : Original


Original Current






LEXINGTON AVE. TO VICTORIAST.

Termini LEXINGTON AVE. TO VICTORIAST.










2014 EXPENDITURE ISSAP 062-615-029

Comments 2014 EXPENDITURE ISSAP 062-615-029


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.68 * 1996892.57 / 60 * 25* 1.1

$622,365


0.68 * 3564 * 65.52 / 20 * 25 $198,486


0.68 * 181173.68 / 60 * 25 $51,333


$70,313 + $622,365 +$198,486 + $51,333

$942,497



Status : Original


Original Current






COUNTY ROAD E-CENTERVILLERD TO ARCADE ST

Termini COUNTY ROAD E-CENTERVILLERD TO ARCADE ST










CHANGED PROPOSED ROADWAYWIDTH TO MAX ALLOWED BYDESIGN GUIDELINES. 4/17/07 SL

Comments CHANGED PROPOSED ROADWAYWIDTH TO MAX ALLOWED BYDESIGN GUIDELINES. 4/17/07 SL


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.3 * 4225495.41 / 60 * 25 *1.15

$607,415


0.3 * 3696 * 65.52 / 15 * 25 $121,081


0.3 * 566370.18 / 60 * 25 $70,796


$70,313 + $607,415 +$121,081 + $70,796

$869,605



Status : Revised


Original Current






COUNTY RD E-ARCADE ST TO.18MI EAST OF ARCADE ST

Termini COUNTY RD E-ARCADE ST TO.18MI EAST OF ARCADE ST










Comments


Segment Override


Status: Revised

Original Current



061371C USDOT Number 061371C


1 Mainline Tracks 1

SIGNALS & GATES Protection Type SIGNALS & GATES



2006 Last Year Surfaced 2006


Comments



Computation Result


2 * 56250 / 40 * 25 $70,313


0.18 * 4225495.41 / 60 * 25* 1.15

$364,449


0.18 * 3696 * 65.52 / 15 * 25 $72,649


0.18 * 566370.18 / 60 * 25 $42,478


325000 / 25 * 25 $325,000


160 * 1350 / 25 * 25 $216,000


$70,313 + $364,449 +$72,649 + $42,478 +$325,000 + $216,000

$1,090,889



Status : Original


Original Current






0.48 MI E OF CENTERVILLE RD. TOWILLOW LAKE BLVD.

Termini 0.48 MI E OF CENTERVILLE RD. TOWILLOW LAKE BLVD.










Comments


Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


0.26 * 5259942.61 / 60 * 25* 1.15

$655,301


0.26 * 4488 * 65.52 / 15 * 25 $127,423


0.26 * 883293.09 / 60 * 25 $95,690


$210,938 + $655,301 +$127,423 + $95,690

$1,089,352



Status : Original


Original Current

GEM LAKE Municipality GEM LAKE





CO RD E . WILLOW LAKE BLVD TOBIG FOX RD.

Termini CO RD E . WILLOW LAKE BLVD TOBIG FOX RD.










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.36 * 5259942.61 / 60 * 25* 1.15

$907,340


0.36 * 4488 * 65.52 / 15 * 25 $176,432


0.36 * 883293.09 / 60 * 25 $132,494


$105,469 + $907,340 +$176,432 + $132,494

$1,321,735



Status : Original


Original Current






CO RD E BIG FOX RD TO TH 61 Termini CO RD E BIG FOX RD TO TH 61










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.56 * 4225495.41 / 60 * 25* 1.15

$1,133,841


0.56 * 3696 * 65.52 / 15 * 25 $226,018


0.56 * 566370.18 / 60 * 25 $132,153


$105,469 + $1,133,841 +$226,018 + $132,153

$1,597,481



Status : Original


Original Current






CO RD E. TH61 TO WILLOW AVE Termini CO RD E. TH61 TO WILLOW AVE









THTB-NOT ELIGIBLE FOR TBFUNDS

Special Message Code THTB-NOT ELIGIBLE FOR TBFUNDS

TURNED BACK TO RAMSEYCOUNTY IN 2002.

Comments TURNED BACK TO RAMSEYCOUNTY IN 2002.


Segment Override


Original Current


9.621 Milepoint 9.621


Feature Crossed

HWY / R.R. Type of Service HWY / R.R.

3 Number of Spans 3

154 Bridge Length 154



Comments




Computation Result


2 * 56250 / 40 * 25 $70,313


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


154 * 86.3 * 138 / 80 * 25 *1.15

$659,111


$70,313 + $1,012,358 +$201,802 + $117,994 +$659,111

$2,061,578



Status : Original


Original Current






CO RD E- WILLOW AVE TOBELAIRE ABE.

Termini CO RD E- WILLOW AVE TOBELAIRE ABE.











TURNED BACK TO RAMSEYCOUNTY IN 2002.COMBINED WITH SEG 100 & 110 IN2005

Comments TURNED BACK TO RAMSEYCOUNTY IN 2002.COMBINED WITH SEG 100 & 110 IN2005


Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


1.5 * 4225495.41 / 60 * 25 *1.15

$3,037,075


1.5 * 3696 * 65.52 / 15 * 25 $605,405


1.5 * 566370.18 / 60 * 25 $353,981


$210,938 + $3,037,075 +$605,405 + $353,981

$4,207,399



Status : Original


Original Current






CO RD E. BELAIRE AVE TO TH 120 Termini CO RD E. BELAIRE AVE TO TH 120











TURNED BACK TO RAMSEYCOUNTY IN 2002.

Comments TURNED BACK TO RAMSEYCOUNTY IN 2002.


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


$70,313 + $1,012,358 +$201,802 + $117,994

$1,402,467



Status : Original


Original Current






VADNAIS BLVD - RICE ST TO .15MILES EAST

Termini VADNAIS BLVD - RICE ST TO .15MILES EAST










ST 62-616-002, 2007 COMPLETECONST.

Comments ST 62-616-002, 2007 COMPLETECONST.


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.15 * 2738635.28 / 60 * 25* 1.15

$196,839


0.15 * 2904 * 65.52 / 15 * 25 $47,568


0.15 * 436504.07 / 60 * 25 $27,282


$35,156 + $196,839 +$47,568 + $27,282

$306,845



Status : Original


Original Current






0.15 MILES EAST OF RICE ST TO .1MI E OF EAST TWIN LK BLVD

Termini 0.15 MILES EAST OF RICE ST TO .1MI E OF EAST TWIN LK BLVD










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.92 * 1021937.01 / 60 * 25* 1.1

$430,917


0.92 * 2376 * 65.52 / 20 * 25 $179,027


0.92 * 85357.87 / 60 * 25 $32,721


$0 + $430,917 + $179,027+ $32,721

$642,665



Status : Original


Original Current

LITTLE CANADA Municipality LITTLE CANADA





0.1 MI TO 0.2 MI E OF E JCT TWINLAKE BLVD.

Termini 0.1 MI TO 0.2 MI E OF E JCT TWINLAKE BLVD.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1021937.01 / 60 * 25 *1.1

$46,839


0.1 * 2376 * 65.52 / 20 * 25 $19,459


0.1 * 85357.87 / 60 * 25 $3,557


$0 + $46,839 + $19,459 +$3,557

$69,855



Status : Original


Original Current






0.2 MI E OF E JCT TWIN LAKEBLVD. TO EDGERTON ST.

Termini 0.2 MI E OF E JCT TWIN LAKEBLVD. TO EDGERTON ST.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1021937.01 / 60 * 25 *1.1

$234,194


0.5 * 2376 * 65.52 / 20 * 25 $97,297


0.5 * 85357.87 / 60 * 25 $17,783


$0 + $234,194 + $97,297 +$17,783

$349,274



Status : Original


Original Current






N OWASSO BLVD - SOO ST TOHWY 49

Termini N OWASSO BLVD - SOO ST TOHWY 49










Comments


Segment Override


Status: Original

Original Current


689011T USDOT Number 689011T


10 Mainline Tracks 10




Last Year Surfaced


Comments



Computation Result


1 * 56250 / 40 * 25 $35,156


0.11 * 2738635.28 / 60 * 25* 1.15

$144,349


0.11 * 2904 * 65.52 / 15 * 25 $34,883


0.11 * 436504.07 / 60 * 25 $20,006


275000 / 25 * 25 $275,000


80 * 1350 / 25 * 25 $108,000


$35,156 + $144,349 +$34,883 + $20,006 +$275,000 + $108,000

$617,394



Status : Original


Original Current






0.25 MI TO 0.50 MI E OF SILVERLAKE RD.

Termini 0.25 MI TO 0.50 MI E OF SILVERLAKE RD.












Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.25 * 4225495.41 / 60 * 25* 1.15

$506,179


0.25 * 3696 * 65.52 / 15 * 25 $100,901


0.25 * 566370.18 / 60 * 25 $58,997


$35,156 + $506,179 +$100,901 + $58,997

$701,233



Status : Original


Original Current

ROSEVILLE Municipality ROSEVILLE





0.50 MI E OF SILVER LAKE RD. TO0.50 MI W OF CLEVELAND AVE.

Termini 0.50 MI E OF SILVER LAKE RD. TO0.50 MI W OF CLEVELAND AVE.










Comments


Segment Override


Status: Original

Original Current



463540Y USDOT Number 463540Y


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


5 * 56250 / 40 * 25 $175,781


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


275000 / 25 * 25 $275,000


98 * 1350 / 25 * 25 $132,300


$175,781 + $1,012,358 +$201,802 + $117,994 +$275,000 + $132,300

$1,915,235



Status : Original


Original Current






0.5 MI W OF CLEVELAND TO I35W. Termini 0.5 MI W OF CLEVELAND TO I35W.












Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.37 * 4225495.41 / 60 * 25* 1.15

$749,145


0.37 * 3696 * 65.52 / 15 * 25 $149,333


0.37 * 566370.18 / 60 * 25 $87,315


$35,156 + $749,145 +$149,333 + $87,315

$1,020,949



Status : Original


Original Current






FAI 35W TO CLEVELAND AVE. Termini FAI 35W TO CLEVELAND AVE.










Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.13 * 4225495.41 / 60 * 25* 1.15

$263,213


0.13 * 3696 * 65.52 / 15 * 25 $52,468


0.13 * 566370.18 / 60 * 25 $30,678


$140,625 + $263,213 +$52,468 + $30,678

$486,984



Status : Original


Original Current






CLEVELAND AVE. TO 0.25 MIEAST

Termini CLEVELAND AVE. TO 0.25 MIEAST










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.25 * 1996892.57 / 60 * 25* 1.1

$228,811


0.25 * 3564 * 65.52 / 20 * 25 $72,973


0.25 * 181173.68 / 60 * 25 $18,872


$35,156 + $228,811 +$72,973 + $18,872

$355,812



Status : Original


Original Current






0.25 MI E OF CSAH 46 TO CSAH 48 Termini 0.25 MI E OF CSAH 46 TO CSAH 48










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 1996892.57 / 60 * 25* 1.1

$228,811


0.25 * 3564 * 65.52 / 20 * 25 $72,973


0.25 * 181173.68 / 60 * 25 $18,872


$0 + $228,811 + $72,973 +$18,872

$320,656



Status : Revised


Original Current






LITTLE CANADA ROAD TOEDGERTON ST. ON CENTERVILLERD

Termini LITTLE CANADA ROAD TOEDGERTON ST. ON CENTERVILLERD










RECONSTRUCTED UNDER SAP062-619-034 AND SAP 200-020-011.

Comments RECONSTRUCTED UNDER SAP062-619-034 AND SAP 200-020-011.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.33 * 2738635.28 / 60 * 25* 1.15

$1,745,309


1.33 * 2904 * 65.52 / 15 * 25 $421,765


1.33 * 436504.07 / 60 * 25 $241,896


$0 + $1,745,309 + $421,765+ $241,896

$2,408,970



Status : Original


Original Current






EDGERTON ST. TO ARCADE ST. Termini EDGERTON ST. TO ARCADE ST.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1021937.01 / 60 * 25 *1.1

$234,194


0.5 * 2376 * 65.52 / 20 * 25 $97,297


0.5 * 85357.87 / 60 * 25 $17,783


$0 + $234,194 + $97,297 +$17,783

$349,274



Status : Original


Original Current






ARCADE ST. TO LA BORE RD. Termini ARCADE ST. TO LA BORE RD.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1021937.01 / 60 * 25 *1.1

$187,355


0.4 * 2376 * 65.52 / 20 * 25 $77,838


0.4 * 85357.87 / 60 * 25 $14,226


$0 + $187,355 + $77,838 +$14,226

$279,419



Status : Original


Original Current






LA BORE ROAD TO 0.1 MI E Termini LA BORE ROAD TO 0.1 MI E










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1021937.01 / 60 * 25 *1.1

$46,839


0.1 * 2376 * 65.52 / 20 * 25 $19,459


0.1 * 85357.87 / 60 * 25 $3,557


$0 + $46,839 + $19,459 +$3,557

$69,855



Status : Original


Original Current






0.10 MI E OF LA BORE ROAD TO0.42 MI E OF LA BORE ROAD

Termini 0.10 MI E OF LA BORE ROAD TO0.42 MI E OF LA BORE ROAD










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.32 * 1021937.01 / 60 * 25* 1.1

$149,884


0.32 * 2376 * 65.52 / 20 * 25 $62,270


0.32 * 85357.87 / 60 * 25 $11,381


$0 + $149,884 + $62,270 +$11,381

$223,535



Status : Original


Original Current

MAPLEWOOD Municipality MAPLEWOOD





0.42 MI E OF LA BORE ROAD TO TH 61

Termini 0.42 MI E OF LA BORE ROAD TO TH 61










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.41 * 2738635.28 / 60 * 25* 1.15

$538,028


0.41 * 2904 * 65.52 / 15 * 25 $130,018


0.41 * 436504.07 / 60 * 25 $74,569


$35,156 + $538,028 +$130,018 + $74,569

$777,771



Status : Original


Original Current






COUNTY ROAD D - TH 61 TOFLANDRAU ST

Termini COUNTY ROAD D - TH 61 TOFLANDRAU ST










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


1.05 * 2738635.28 / 60 * 25* 1.15

$1,377,876


1.05 * 2904 * 65.52 / 15 * 25 $332,973


1.05 * 436504.07 / 60 * 25 $190,971


$70,313 + $1,377,876 +$332,973 + $190,971

$1,972,133



Status : Original


Original Current






COUNTY ROAD D - FLANDRAU STARIEL ST

Termini COUNTY ROAD D - FLANDRAU STARIEL ST










SP 62-619-030, RECONSTRUCTED2009, ECON RECOVERY & STATEAID FUNDS. PLAN SIGNED SEPT.2009 WORK DONE IN 2010.

Comments SP 62-619-030, RECONSTRUCTED2009, ECON RECOVERY & STATEAID FUNDS. PLAN SIGNED SEPT.2009 WORK DONE IN 2010.


Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


0.32 * 2738635.28 / 60 * 25* 1.15

$419,924


0.32 * 2904 * 65.52 / 15 * 25 $101,477


0.32 * 436504.07 / 60 * 25 $58,201


$210,938 + $419,924 +$101,477 + $58,201

$790,540



Status : Original


Original Current






COUNTY ROAD D 700' WEST OFWHITE BEAR AVE TO WHITEBEAR AVE

Termini COUNTY ROAD D 700' WEST OFWHITE BEAR AVE TO WHITEBEAR AVE










SP 62-619-030, RECONSTRUCTED2009, ECON RECOVERY & STATEAID FUNDS

Comments SP 62-619-030, RECONSTRUCTED2009, ECON RECOVERY & STATEAID FUNDS


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.13 * 2738635.28 / 60 * 25* 1.15

$170,594


0.13 * 2904 * 65.52 / 15 * 25 $41,225


0.13 * 436504.07 / 60 * 25 $23,644


$35,156 + $170,594 +$41,225 + $23,644

$270,619



Status : Original


Original Current






LYDIA AVE-WHITE BEAR AVE TO0.25 MI W OF MC KNIGHT RD.

Termini LYDIA AVE-WHITE BEAR AVE TO0.25 MI W OF MC KNIGHT RD.










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.38 * 2738635.28 / 60 * 25* 1.15

$498,660


0.38 * 2904 * 65.52 / 15 * 25 $120,504


0.38 * 436504.07 / 60 * 25 $69,113


$105,469 + $498,660 +$120,504 + $69,113

$793,746



Status : Original


Original Current






0.25 MI W OF MC KNIGHT RD. TOMC KNIGHT RD.

Termini 0.25 MI W OF MC KNIGHT RD. TOMC KNIGHT RD.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 2738635.28 / 60 * 25* 1.15

$328,066


0.25 * 2904 * 65.52 / 15 * 25 $79,279


0.25 * 436504.07 / 60 * 25 $45,469


$0 + $328,066 + $79,279 +$45,469

$452,814



Status : Original


Original Current






MC KNIGHT RD. TO BELLAIREAVE.

Termini MC KNIGHT RD. TO BELLAIREAVE.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2738635.28 / 60 * 25 *1.15

$656,131


0.5 * 2904 * 65.52 / 15 * 25 $158,558


0.5 * 436504.07 / 60 * 25 $90,938


$0 + $656,131 + $158,558+ $90,938

$905,627



Status : Original


Original Current






TH 61 TO 0.38 MI E Termini TH 61 TO 0.38 MI E










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.38 * 4225495.41 / 60 * 25* 1.15

$769,392


0.38 * 3696 * 65.52 / 15 * 25 $153,369


0.38 * 566370.18 / 60 * 25 $89,675


$70,313 + $769,392 +$153,369 + $89,675

$1,082,749



Status : Original


Original Current






0.38 MI E OF TH 61 TO HAELWOODAVE

Termini 0.38 MI E OF TH 61 TO HAELWOODAVE










Comments


Segment Override


Original Current




Feature Crossed

Type of Service

Number of Spans


20 Bridge Width 20


Comments




Computation Result


2 * 56250 / 40 * 25 $70,313


0.15 * 1996892.57 / 60 * 25* 1.1

$137,286


0.15 * 3564 * 65.52 / 20 * 25 $43,784


0.15 * 181173.68 / 60 * 25 $11,323


265.5 * 20 * 138 / 80 * 25 *1.15

$263,343


$70,313 + $137,286 +$43,784 + $11,323 +$263,343

$526,049



Status : Original


Original Current






HAZELWOOD AVE TO WHITEBEAR AVE

Termini HAZELWOOD AVE TO WHITEBEAR AVE












Segment Override



Computation Result


8 * 56250 / 40 * 25 $281,250


0.9 * 4225495.41 / 60 * 25 *1.15

$1,822,245


0.9 * 3696 * 65.52 / 15 * 25 $363,243


0.9 * 566370.18 / 60 * 25 $212,389


$281,250 + $1,822,245 +$363,243 + $212,389

$2,679,127



Status : Original


Original Current






COUNTY ROAD C TO W RAMP OFFAI 35E

Termini COUNTY ROAD C TO W RAMP OFFAI 35E










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.17 * 4225495.41 / 60 * 25* 1.15

$344,202


0.17 * 3696 * 65.52 / 15 * 25 $68,613


0.17 * 566370.18 / 60 * 25 $40,118


$105,469 + $344,202 +$68,613 + $40,118

$558,402



Status : Original


Original Current






W RAMP TO E RAMP OF FAI 35E Termini W RAMP TO E RAMP OF FAI 35E










2013 SAP 062-621-010 RECONST Comments 2013 SAP 062-621-010 RECONST


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.1 * 4225495.41 / 60 * 25 *1.15

$202,472


0.1 * 3696 * 65.52 / 15 * 25 $40,360


0.1 * 566370.18 / 60 * 25 $23,599


$70,313 + $202,472 +$40,360 + $23,599

$336,744



Status : Original


Original Current






E RAMP FAI 35E TO 0.08 M W OFMC MENEMY ST.

Termini E RAMP FAI 35E TO 0.08 M W OFMC MENEMY ST.












Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.22 * 2738635.28 / 60 * 25* 1.15

$288,698


0.22 * 2904 * 65.52 / 15 * 25 $69,766


0.22 * 436504.07 / 60 * 25 $40,013


$105,469 + $288,698 +$69,766 + $40,013

$503,946



Status : Original


Original Current






0.08 M W TO MC MENEMY ST. Termini 0.08 M W TO MC MENEMY ST.












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 1021937.01 / 60 * 25* 1.1

$37,471


0.08 * 2376 * 65.52 / 20 * 25 $15,568


0.08 * 85357.87 / 60 * 25 $2,845


$0 + $37,471 + $15,568 +$2,845

$55,884



Status : Original


Original Current






MC MENEMY ST. TO EDGERTONST.

Termini MC MENEMY ST. TO EDGERTONST.












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 2738635.28 / 60 * 25* 1.15

$328,066


0.25 * 2904 * 65.52 / 15 * 25 $79,279


0.25 * 436504.07 / 60 * 25 $45,469


$0 + $328,066 + $79,279 +$45,469

$452,814



Status : Original


Original Current






EDGERTON ST. TO ARCADE ST. Termini EDGERTON ST. TO ARCADE ST.










Comments


Segment Override


Original Current





Type of Service


9 Culvert Width 9

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 1021937.01 / 60 * 25 *1.1

$374,710


0.8 * 2376 * 65.52 / 20 * 25 $155,676


0.8 * 85357.87 / 60 * 25 $28,453


53 * 68.99982817 * 15.47 /100 * 25 * 1.15

$16,265


$0 + $374,710 + $155,676+ $28,453 + $16,265

$575,104



Status : Original


Original Current






ARCADE ST. TO 0.25 MI NO OFCOUNTY ROAD C

Termini ARCADE ST. TO 0.25 MI NO OFCOUNTY ROAD C










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 1021937.01 / 60 * 25* 1.1

$117,097


0.25 * 2376 * 65.52 / 20 * 25 $48,649


0.25 * 85357.87 / 60 * 25 $8,891


$0 + $117,097 + $48,649 +$8,891

$174,637



Status : Original


Original Current






0.25 MI N TO 0.10 MI N OF COUNTYROAD C

Termini 0.25 MI N TO 0.10 MI N OF COUNTYROAD C










Comments


Segment Override


Original Current


1.07 Milepoint 1.07


KOHLMAN CREEK Feature Crossed KOHLMAN CREEK

Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.15 * 2738635.28 / 60 * 25* 1.15

$196,839


0.15 * 2904 * 65.52 / 15 * 25 $47,568


0.15 * 436504.07 / 60 * 25 $27,282


75.3 * 46.4 * 152 / 80 * 25 *1.15

$190,855


$0 + $196,839 + $47,568 +$27,282 + $190,855

$462,544



Status : Original


Original Current






0.1 MI NO OF COUNTY ROAD C TOCOUNTY ROAD C

Termini 0.1 MI NO OF COUNTY ROAD C TOCOUNTY ROAD C










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 1021937.01 / 60 * 25 *1.1

$46,839


0.1 * 2376 * 65.52 / 20 * 25 $19,459


0.1 * 85357.87 / 60 * 25 $3,557


$0 + $46,839 + $19,459 +$3,557

$69,855



Status : Original


Original Current






W CO LINE TO LONG LAKE RD Termini W CO LINE TO LONG LAKE RD










Comments


Segment Override


Status: Original

Original Current





1 Mainline Tracks 1




Last Year Surfaced


NEW CONCRETE SURFACE IN2000.

Comments NEW CONCRETE SURFACE IN2000.



Computation Result


2 * 56250 / 40 * 25 $70,313


0.75 * 4225495.41 / 60 * 25* 1.15

$1,518,537


0.75 * 3696 * 65.52 / 15 * 25 $302,702


0.75 * 566370.18 / 60 * 25 $176,991


275000 / 25 * 25 $275,000


91 * 1350 / 25 * 25 $122,850


$70,313 + $1,518,537 +$302,702 + $176,991 +$275,000 + $122,850

$2,466,393



Status : Original


Original Current






LONG LAKE RD TO CLEVELANDAVE.

Termini LONG LAKE RD TO CLEVELANDAVE.










CONSTRUCTION UNDER 62-623-40 Comments CONSTRUCTION UNDER 62-623-40


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.25 * 4225495.41 / 60 * 25* 1.15

$506,179


0.25 * 3696 * 65.52 / 15 * 25 $100,901


0.25 * 566370.18 / 60 * 25 $58,997


$70,313 + $506,179 +$100,901 + $58,997

$736,390



Status : Original


Original Current






CLEVELAND AVE. TO 0.16 MI W OFT.H. 51

Termini CLEVELAND AVE. TO 0.16 MI W OFT.H. 51










CONSTRUCTION 62-623-40, 2004 Comments CONSTRUCTION 62-623-40, 2004


Segment Override



Computation Result


5 * 56250 / 40 * 25 $175,781


0.84 * 4225495.41 / 60 * 25* 1.15

$1,700,762


0.84 * 3696 * 65.52 / 15 * 25 $339,027


0.84 * 566370.18 / 60 * 25 $198,230


$175,781 + $1,700,762 +$339,027 + $198,230

$2,413,800



Status : Original


Original Current






0.16 MI W TO TH 51 Termini 0.16 MI W TO TH 51










CONST 62-623-040, 2004 Comments CONST 62-623-040, 2004


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.16 * 4225495.41 / 60 * 25* 1.15

$323,955


0.16 * 3696 * 65.52 / 15 * 25 $64,577


0.16 * 566370.18 / 60 * 25 $37,758


$105,469 + $323,955 +$64,577 + $37,758

$531,759



Status : Original


Original Current
















CONSTRUCTION 62-623-040 Comments CONSTRUCTION 62-623-040


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.12 * 4225495.41 / 60 * 25* 1.15

$242,966


0.12 * 3696 * 65.52 / 15 * 25 $48,432


0.12 * 566370.18 / 60 * 25 $28,319


$70,313 + $242,966 +$48,432 + $28,319

$390,030



Status : Original


Original Current






0.12 MI E TH 51 TO HAMLINE AVE. Termini 0.12 MI E TH 51 TO HAMLINE AVE.










SP 62-623-041, 2006 CONST Comments SP 62-623-041, 2006 CONST


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.38 * 4225495.41 / 60 * 25* 1.15

$769,392


0.38 * 3696 * 65.52 / 15 * 25 $153,369


0.38 * 566370.18 / 60 * 25 $89,675


$70,313 + $769,392 +$153,369 + $89,675

$1,082,749



Status : Original


Original Current






HAMLINE AVE. TO 0.12 MI E OFLEXINGTON AVE.

Termini HAMLINE AVE. TO 0.12 MI E OFLEXINGTON AVE.










SP 62-623-041, 2006 CONST Comments SP 62-623-041, 2006 CONST


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.62 * 4225495.41 / 60 * 25* 1.15

$1,255,324


0.62 * 3696 * 65.52 / 15 * 25 $250,234


0.62 * 566370.18 / 60 * 25 $146,312


$105,469 + $1,255,324 +$250,234 + $146,312

$1,757,339



Status : Original


Original Current






0.12 MI E OF LEXINGTON AVE. TOVICTORIA ST.

Termini 0.12 MI E OF LEXINGTON AVE. TOVICTORIA ST.










Comments


Segment Override


Original Current


3.3 Milepoint 3.3


BNSF RR Feature Crossed BNSF RR

Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.32 * 1996892.57 / 60 * 25* 1.1

$292,878


0.32 * 3564 * 65.52 / 20 * 25 $93,405


0.32 * 181173.68 / 60 * 25 $24,156


224.9 * 64.7 * 138 / 80 * 25* 1.15

$721,640


$0 + $292,878 + $93,405 +$24,156 + $721,640

$1,132,079



Status : Original


Original Current






VICTORIA ST. TO DALE ST. Termini VICTORIA ST. TO DALE ST.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.59 * 2738635.28 / 60 * 25* 1.15

$774,235


0.59 * 2904 * 65.52 / 15 * 25 $187,099


0.59 * 436504.07 / 60 * 25 $107,307


$0 + $774,235 + $187,099+ $107,307

$1,068,641



Status : Original


Original Current


1 Segment Length 1




DALE ST.TO CSAH 49 Termini DALE ST.TO CSAH 49












Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


1 * 2738635.28 / 60 * 25 *1.15

$1,312,263


1 * 2904 * 65.52 / 15 * 25 $317,117


1 * 436504.07 / 60 * 25 $181,877


$35,156 + $1,312,263 +$317,117 + $181,877

$1,846,413



Status : Original


Original Current






CSAH 49 TO LITTLE CANADA RD. Termini CSAH 49 TO LITTLE CANADA RD.










Comments


Segment Override


Original Current


5.52 Milepoint 5.52


Feature Crossed

Type of Service

0 Number of Spans 0

99 Bridge Length 99



Comments




Computation Result


1 * 56250 / 40 * 25 $35,156


0.7 * 2738635.28 / 60 * 25 *1.15

$918,584


0.7 * 2904 * 65.52 / 15 * 25 $221,982


0.7 * 436504.07 / 60 * 25 $127,314


99 * 23.3 * 152 / 80 * 25 *1.15

$126,003


$35,156 + $918,584 +$221,982 + $127,314 +$126,003

$1,429,039



Status : Original


Original Current






KELLER PARKWAY TO 0.10 MIWEST OF T.H. 61

Termini KELLER PARKWAY TO 0.10 MIWEST OF T.H. 61










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 1021937.01 / 60 * 25 *1.1

$281,033


0.6 * 2376 * 65.52 / 20 * 25 $116,757


0.6 * 85357.87 / 60 * 25 $21,339


$0 + $281,033 + $116,757+ $21,339

$419,129



Status : Original


Original Current






0.10 MI WEST OF T.H. 61 TO T.H.61

Termini 0.10 MI WEST OF T.H. 61 TO T.H.61










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.1 * 2738635.28 / 60 * 25 *1.15

$131,226


0.1 * 2904 * 65.52 / 15 * 25 $31,712


0.1 * 436504.07 / 60 * 25 $18,188


$35,156 + $131,226 +$31,712 + $18,188

$216,282



Status : Original


Original Current






TH 61 TO HAZELWOOD ST. Termini TH 61 TO HAZELWOOD ST.










SURFACED UNDER SAP 62-623-52,2010.

Comments SURFACED UNDER SAP 62-623-52,2010.


Segment Override


Original Current




REC TRAIL Feature Crossed REC TRAIL


1 Number of Spans 1




Comments




Computation Result


1 * 56250 / 40 * 25 $35,156


0.78 * 2738635.28 / 60 * 25* 1.15

$1,023,565


0.78 * 2904 * 65.52 / 15 * 25 $247,351


0.78 * 436504.07 / 60 * 25 $141,864


51.8 * 52.8 * 152 / 80 * 25 *1.15

$149,402


$35,156 + $1,023,565 +$247,351 + $141,864 +$149,402

$1,597,338



Status : Original


Original Current






HAZELWOOD ST. TO .12 MILESEAST OF HAZELWOOD ST.

Termini HAZELWOOD ST. TO .12 MILESEAST OF HAZELWOOD ST.










SPLIT OFF FROM SEGMENT 62-623-100 IN 2010, MPK.

Comments SPLIT OFF FROM SEGMENT 62-623-100 IN 2010, MPK.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.12 * 2738635.28 / 60 * 25* 1.15

$157,472


0.12 * 2904 * 65.52 / 15 * 25 $38,054


0.12 * 436504.07 / 60 * 25 $21,825


$0 + $157,472 + $38,054 +$21,825

$217,351



Status : Original


Original Current






0.12 MI E OF HAZELWOOD TO 0.5MI W OF WHITE BEAR AVE.

Termini 0.12 MI E OF HAZELWOOD TO 0.5MI W OF WHITE BEAR AVE.












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.74 * 1021937.01 / 60 * 25* 1.1

$346,607


0.74 * 2376 * 65.52 / 20 * 25 $144,000


0.74 * 85357.87 / 60 * 25 $26,319


$0 + $346,607 + $144,000+ $26,319

$516,926



Status : Original


Original Current






0.05M E WHITE BEAR AVE. TO ELIMS MAPLEWOOD

Termini 0.05M E WHITE BEAR AVE. TO ELIMS MAPLEWOOD










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.14 * 2738635.28 / 60 * 25* 1.15

$183,717


0.14 * 2904 * 65.52 / 15 * 25 $44,396


0.14 * 436504.07 / 60 * 25 $25,463


$70,313 + $183,717 +$44,396 + $25,463

$323,889



Status : Original


Original Current

NORTH ST PAUL Municipality NORTH ST PAUL





E LIMS MAPLEWOOD TO MCKNIGHT RD.

Termini E LIMS MAPLEWOOD TO MCKNIGHT RD.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.49 * 2738635.28 / 60 * 25* 1.15

$643,009


0.49 * 2904 * 65.52 / 15 * 25 $155,387


0.49 * 436504.07 / 60 * 25 $89,120


$0 + $643,009 + $155,387+ $89,120

$887,516



Status : Original


Original Current


1 Segment Length 1




MC KNIGHT RD. TO E COUNTYLINE

Termini MC KNIGHT RD. TO E COUNTYLINE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 2738635.28 / 60 * 25 *1.15

$1,312,263


1 * 2904 * 65.52 / 15 * 25 $317,117


1 * 436504.07 / 60 * 25 $181,877


$0 + $1,312,263 + $317,117+ $181,877

$1,811,257



Status : Original


Original Current






TH 36/280 TO TERMINAL ROAD ONST. CROIX STREET

Termini TH 36/280 TO TERMINAL ROAD ONST. CROIX STREET










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 2738635.28 / 60 * 25* 1.15

$301,820


0.23 * 2904 * 65.52 / 15 * 25 $72,937


0.23 * 436504.07 / 60 * 25 $41,832


$0 + $301,820 + $72,937 +$41,832

$416,589



Status : Original


Original Current






ST CROIX STREET TO LONG LAKEROAD ON TERMINAL ROAD

Termini ST CROIX STREET TO LONG LAKEROAD ON TERMINAL ROAD










SAP 62-624-003, 2007MILL & OVERLAY

Comments SAP 62-624-003, 2007MILL & OVERLAY


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.42 * 2738635.28 / 60 * 25* 1.15

$551,150


0.42 * 2904 * 65.52 / 15 * 25 $133,189


0.42 * 436504.07 / 60 * 25 $76,388


$0 + $551,150 + $133,189+ $76,388

$760,727



Status : Original


Original Current






LONG LAKE ROAD TOCLEVELAND AVENUE ON CO. RD.B2

Termini LONG LAKE ROAD TOCLEVELAND AVENUE ON CO. RD.B2













Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.3 * 2738635.28 / 60 * 25 *1.15

$393,679


0.3 * 2904 * 65.52 / 15 * 25 $95,135


0.3 * 436504.07 / 60 * 25 $54,563


$35,156 + $393,679 +$95,135 + $54,563

$578,533



Status : Original


Original Current






CLEVELAND AVE TO 0 .1 MILEWEST OF SNELLING.

Termini CLEVELAND AVE TO 0 .1 MILEWEST OF SNELLING.










COMBINED WITH 030 IN 2005

OVERLAY 62-625-29 IN 2008. MPK4/27/09

Comments COMBINED WITH 030 IN 2005

OVERLAY 62-625-29 IN 2008. MPK4/27/09


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.9 * 2738635.28 / 60 * 25 *1.15

$1,181,036


0.9 * 2904 * 65.52 / 15 * 25 $285,405


0.9 * 436504.07 / 60 * 25 $163,689


$70,313 + $1,181,036 +$285,405 + $163,689

$1,700,443



Status : Original


Original Current






0.10 MI W TO TH 51 Termini 0.10 MI W TO TH 51










SAP 62-625-29, 2008 Comments SAP 62-625-29, 2008


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.1 * 2738635.28 / 60 * 25 *1.15

$131,226


0.1 * 2904 * 65.52 / 15 * 25 $31,712


0.1 * 436504.07 / 60 * 25 $18,188


$35,156 + $131,226 +$31,712 + $18,188

$216,282



Status : Original


Original Current






TH 51 TO HAMLINE AVE. Termini TH 51 TO HAMLINE AVE.










Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


$140,625 + $1,012,358 +$201,802 + $117,994

$1,472,779



Status : Original


Original Current






HAMLINE AVE. TO LEXINGTONAVE.

Termini HAMLINE AVE. TO LEXINGTONAVE.










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.5 * 2738635.28 / 60 * 25 *1.15

$656,131


0.5 * 2904 * 65.52 / 15 * 25 $158,558


0.5 * 436504.07 / 60 * 25 $90,938


$70,313 + $656,131 +$158,558 + $90,938

$975,940



Status : Original


Original Current


1 Segment Length 1




LEXINGTON AVE. TO DALE ST. Termini LEXINGTON AVE. TO DALE ST.










Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


1 * 2738635.28 / 60 * 25 *1.15

$1,312,263


1 * 2904 * 65.52 / 15 * 25 $317,117


1 * 436504.07 / 60 * 25 $181,877


$140,625 + $1,312,263 +$317,117 + $181,877

$1,951,882



Status : Original


Original Current






DALE ST.TO SANDHURST DR. Termini DALE ST.TO SANDHURST DR.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.22 * 2738635.28 / 60 * 25* 1.15

$288,698


0.22 * 2904 * 65.52 / 15 * 25 $69,766


0.22 * 436504.07 / 60 * 25 $40,013


$35,156 + $288,698 +$69,766 + $40,013

$433,633



Status : Original


Original Current






SANDHURST DR. TO 850' WESTOF RICE STREET (CSAH 49)

Termini SANDHURST DR. TO 850' WESTOF RICE STREET (CSAH 49)










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.62 * 2738635.28 / 60 * 25* 1.15

$813,603


0.62 * 2904 * 65.52 / 15 * 25 $196,612


0.62 * 436504.07 / 60 * 25 $112,764


$35,156 + $813,603 +$196,612 + $112,764

$1,158,135



Status : Original


Original Current






850 WEST OF CSAH 49 TO CSAH49

Termini 850 WEST OF CSAH 49 TO CSAH49










RECONSTRUCTED 2010 SAP 62-649-27, TB FUNDS

Comments RECONSTRUCTED 2010 SAP 62-649-27, TB FUNDS


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.16 * 2738635.28 / 60 * 25* 1.15

$209,962


0.16 * 2904 * 65.52 / 15 * 25 $50,739


0.16 * 436504.07 / 60 * 25 $29,100


$35,156 + $209,962 +$50,739 + $29,100

$324,957



Status : Original


Original Current






CSAH 49 TO 0.24 MILES EAST Termini CSAH 49 TO 0.24 MILES EAST










RECONSTRUCTED 2010 SAP 62-649-27, TB FUNDS

Comments RECONSTRUCTED 2010 SAP 62-649-27, TB FUNDS


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.24 * 2738635.28 / 60 * 25* 1.15

$314,943


0.24 * 2904 * 65.52 / 15 * 25 $76,108


0.24 * 436504.07 / 60 * 25 $43,650


$35,156 + $314,943 +$76,108 + $43,650

$469,857



Status : Original


Original Current






0.24 MILES EAST OF CSAH 49 TOSOO LINE RR

Termini 0.24 MILES EAST OF CSAH 49 TOSOO LINE RR










SURFACED 2009 SP 62-625-030 Comments SURFACED 2009 SP 62-625-030


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.24 * 1021937.01 / 60 * 25* 1.1

$112,413


0.24 * 2376 * 65.52 / 20 * 25 $46,703


0.24 * 85357.87 / 60 * 25 $8,536


$0 + $112,413 + $46,703 +$8,536

$167,652



Status : Original


Original Current






SOO LINE RR TO I 35 E Termini SOO LINE RR TO I 35 E










SURFACED 2009, SP 62-625-030 Comments SURFACED 2009, SP 62-625-030


Segment Override


Status: Original

Original Current


689025B USDOT Number 689025B


1 Mainline Tracks 1




0 Last Year Surfaced 0


2016 - UPDATED CROSSING INFOAND 100% SHARED INFO

Comments 2016 - UPDATED CROSSING INFOAND 100% SHARED INFO



Computation Result


0 * 56250 / 40 * 25 $0


0.28 * 1021937.01 / 60 * 25* 1.1

$131,149


0.28 * 2376 * 65.52 / 20 * 25 $54,486


0.28 * 85357.87 / 60 * 25 $9,958


325000 / 25 * 25 $325,000


40 * 1350 / 25 * 25 $54,000


$0 + $131,149 + $54,486 +$9,958 + $325,000 +$54,000

$574,593



Status : Original


Original Current






I 35 E TO MC MENEMY ST. Termini I 35 E TO MC MENEMY ST.










SURFACED 2010, SP 62-625-032 Comments SURFACED 2010, SP 62-625-032


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1021937.01 / 60 * 25 *1.1

$93,678


0.2 * 2376 * 65.52 / 20 * 25 $38,919


0.2 * 85357.87 / 60 * 25 $7,113


$0 + $93,678 + $38,919 +$7,113

$139,710



Status : Original


Original Current






MC MENEMY ST. TO EGERTON ST. Termini MC MENEMY ST. TO EGERTON ST.










COMBINED WITH SEG 110 IN 2005

SURFACED 2010 UNDER SAP 062-625-032

Comments COMBINED WITH SEG 110 IN 2005



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1021937.01 / 60 * 25 *1.1

$234,194


0.5 * 2376 * 65.52 / 20 * 25 $97,297


0.5 * 85357.87 / 60 * 25 $17,783


$0 + $234,194 + $97,297 +$17,783

$349,274



Status : Original


Original Current






TH 61 TO ENGLISH ST Termini TH 61 TO ENGLISH ST










2012 SAP 062-625-036 RECON Comments 2012 SAP 062-625-036 RECON


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.55 * 1021937.01 / 60 * 25* 1.1

$257,613


0.55 * 2376 * 65.52 / 20 * 25 $107,027


0.55 * 85357.87 / 60 * 25 $19,561


$35,156 + $257,613 +$107,027 + $19,561

$419,357



Status : Original


Original Current






ENGLISH ST TO HAZELWOOD AVE Termini ENGLISH ST TO HAZELWOOD AVE











Comments SURFACED 2010 UNDER SAP 062-625-033


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.53 * 1021937.01 / 60 * 25* 1.1

$248,246


0.53 * 2376 * 65.52 / 20 * 25 $103,135


0.53 * 85357.87 / 60 * 25 $18,850


$0 + $248,246 + $103,135+ $18,850

$370,231



Status : Original


Original Current






HAZELWOOD AVE TO WHITEBEAR AVE.

Termini HAZELWOOD AVE TO WHITEBEAR AVE.











Comments SURFACED 2010 UNDER SAP 062-625-033


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 1021937.01 / 60 * 25 *1.1

$234,194


0.5 * 2376 * 65.52 / 20 * 25 $97,297


0.5 * 85357.87 / 60 * 25 $17,783


$35,156 + $234,194 +$97,297 + $17,783

$384,430



Status : Original


Original Current






WHITE BEAR AVE. TO E LIMSMAPLEWOOD

Termini WHITE BEAR AVE. TO E LIMSMAPLEWOOD










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1021937.01 / 60 * 25 *1.1

$234,194


0.5 * 2376 * 65.52 / 20 * 25 $97,297


0.5 * 85357.87 / 60 * 25 $17,783


$0 + $234,194 + $97,297 +$17,783

$349,274



Status : Original


Original Current

















Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 1021937.01 / 60 * 25 *1.1

$234,194


0.5 * 2376 * 65.52 / 20 * 25 $97,297


0.5 * 85357.87 / 60 * 25 $17,783


$35,156 + $234,194 +$97,297 + $17,783

$384,430



Status : Revised


Original Current






MC KNIGHT RD. TO E CO LINE Termini MC KNIGHT RD. TO E CO LINE










COUNTY CONTRIBUTION TO SP6227-74, UNDER SAP 062-625-038.

Comments COUNTY CONTRIBUTION TO SP6227-74, UNDER SAP 062-625-038.


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.99 * 2738635.28 / 60 * 25* 1.15

$1,299,140


0.99 * 2904 * 65.52 / 15 * 25 $313,946


0.99 * 436504.07 / 60 * 25 $180,058


$70,313 + $1,299,140 +$313,946 + $180,058

$1,863,457



Status : Original


Original Current

LAUDERDALE Municipality LAUDERDALE





TH 280 TO FULHAM ST. Termini TH 280 TO FULHAM ST.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.42 * 2738635.28 / 60 * 25* 1.15

$551,150


0.42 * 2904 * 65.52 / 15 * 25 $133,189


0.42 * 436504.07 / 60 * 25 $76,388


$0 + $551,150 + $133,189+ $76,388

$760,727



Status : Original


Original Current






LARPENTEUR AVE. TO T.H. 61 Termini LARPENTEUR AVE. TO T.H. 61










2013 SP 062-627-006 CONCRETEJT AND WALK REPAIR

Comments 2013 SP 062-627-006 CONCRETEJT AND WALK REPAIR


Segment Override


Original Current


0.04 Milepoint 0.04


STREAM & PED Feature Crossed STREAM & PED

Type of Service

Number of Spans


42 Bridge Width 42


Comments




Computation Result


2 * 56250 / 40 * 25 $70,313


0.23 * 2738635.28 / 60 * 25* 1.15

$301,820


0.23 * 2904 * 65.52 / 15 * 25 $72,937


0.23 * 436504.07 / 60 * 25 $41,832


159 * 42 * 138 / 80 * 25 *1.15

$331,187


$70,313 + $301,820 +$72,937 + $41,832 +$331,187

$818,089



Status : Original


Original Current






WHITE BEAR AVE. TO RIPLEY ST. Termini WHITE BEAR AVE. TO RIPLEY ST.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.26 * 2738635.28 / 60 * 25* 1.15

$341,188


0.26 * 2904 * 65.52 / 15 * 25 $82,450


0.26 * 436504.07 / 60 * 25 $47,288


$0 + $341,188 + $82,450 +$47,288

$470,926



Status : Original


Original Current






RIPLEY ST. TO E LIMMAPLEWOOD

Termini RIPLEY ST. TO E LIMMAPLEWOOD










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.44 * 1021937.01 / 60 * 25* 1.1

$206,091


0.44 * 2376 * 65.52 / 20 * 25 $85,622


0.44 * 85357.87 / 60 * 25 $15,649


$0 + $206,091 + $85,622 +$15,649

$307,362



Status : Original


Original Current

















Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.65 * 1021937.01 / 60 * 25* 1.1

$304,452


0.65 * 2376 * 65.52 / 20 * 25 $126,486


0.65 * 85357.87 / 60 * 25 $23,118


$35,156 + $304,452 +$126,486 + $23,118

$489,212



Status : Original


Original Current






W CO LINE TO TH 280 Termini W CO LINE TO TH 280










Comments


Segment Override


Original Current


0.06 Milepoint 0.06


Feature Crossed

Type of Service

Number of Spans




Comments




Computation Result


1 * 56250 / 40 * 25 $35,156


0.13 * 4225495.41 / 60 * 25* 1.15

$263,213


0.13 * 3696 * 65.52 / 15 * 25 $52,468


0.13 * 566370.18 / 60 * 25 $30,678


43.21 * 97.75 * 152 / 80 * 25* 1.15

$230,724


$35,156 + $263,213 +$52,468 + $30,678 +$230,724

$612,239



Status : Original


Original Current






TH 280 TO MALVERN Termini TH 280 TO MALVERN










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.06 * 4225495.41 / 60 * 25* 1.15

$121,483


0.06 * 3696 * 65.52 / 15 * 25 $24,216


0.06 * 566370.18 / 60 * 25 $14,159


$105,469 + $121,483 +$24,216 + $14,159

$265,327



Status : Original


Original Current






MALVERN TO EUSTIS Termini MALVERN TO EUSTIS










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.06 * 4225495.41 / 60 * 25* 1.15

$121,483


0.06 * 3696 * 65.52 / 15 * 25 $24,216


0.06 * 566370.18 / 60 * 25 $14,159


$35,156 + $121,483 +$24,216 + $14,159

$195,014



Status : Original


Original Current






EUSTIS TO PLEASANT Termini EUSTIS TO PLEASANT










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.13 * 4225495.41 / 60 * 25* 1.15

$263,213


0.13 * 3696 * 65.52 / 15 * 25 $52,468


0.13 * 566370.18 / 60 * 25 $30,678


$35,156 + $263,213 +$52,468 + $30,678

$381,515



Status : Original


Original Current






PLEASANT TO FULHAM Termini PLEASANT TO FULHAM










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.12 * 4225495.41 / 60 * 25* 1.15

$242,966


0.12 * 3696 * 65.52 / 15 * 25 $48,432


0.12 * 566370.18 / 60 * 25 $28,319


$0 + $242,966 + $48,432 +$28,319

$319,717



Status : Original


Original Current

FALCON HEIGHTS Municipality FALCON HEIGHTS





FULHAM ST TO CLEVELAND AVE Termini FULHAM ST TO CLEVELAND AVE










Comments


Segment Override


Original Current

62J06 Structure Number 62J06

0.72 Milepoint 0.72


Feature Crossed

OTHER Type of Service OTHER



10 Culvert Height 10


113 Area of Waterway Opening 113


Comments




Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


96 * 113 * 15.47 / 100 * 25 *1.15

$48,248


$35,156 + $1,012,358 +$201,802 + $117,994 +$48,248

$1,415,558



Status : Original


Original Current


1 Segment Length 1




LARPENTEUR AVE.: CLEVELANDAVE. TO TH. 51

Termini LARPENTEUR AVE.: CLEVELANDAVE. TO TH. 51










Comments


Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


1 * 5259942.61 / 60 * 25 *1.15

$2,520,389


1 * 4488 * 65.52 / 15 * 25 $490,090


1 * 883293.09 / 60 * 25 $368,039


$210,938 + $2,520,389 +$490,090 + $368,039

$3,589,456



Status : Revised


Original Current
















Comments SAP 062-030-021 2016


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.1 * 4225495.41 / 60 * 25 *1.15

$202,472


0.1 * 3696 * 65.52 / 15 * 25 $40,360


0.1 * 566370.18 / 60 * 25 $23,599


$70,313 + $202,472 +$40,360 + $23,599

$336,744



Status : Revised


Original Current






0.10 MI E OF TH 51 TO E LIMSFALCON HEIGHTS

Termini 0.10 MI E OF TH 51 TO E LIMSFALCON HEIGHTS










Comments SAP 062-030-021 2016


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.4 * 4225495.41 / 60 * 25 *1.15

$809,887


0.4 * 3696 * 65.52 / 15 * 25 $161,441


0.4 * 566370.18 / 60 * 25 $94,395


$70,313 + $809,887 +$161,441 + $94,395

$1,136,036



Status : Revised


Original Current

ST PAUL Municipality ST PAUL





E LIMS FALCON HEIGHTS TOFERNWOOD AVE

Termini E LIMS FALCON HEIGHTS TOFERNWOOD AVE










Comments SAP 062-030-021 2016


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.25 * 4225495.41 / 60 * 25* 1.15

$506,179


0.25 * 3696 * 65.52 / 15 * 25 $100,901


0.25 * 566370.18 / 60 * 25 $58,997


$70,313 + $506,179 +$100,901 + $58,997

$736,390



Status : Revised


Original Current






FERNWOOD AVE TO 0.11 MILESEAST OF LEXINGTON AVE.

Termini FERNWOOD AVE TO 0.11 MILESEAST OF LEXINGTON AVE.










2013 SP 062-630-058 CONCRETEJT & WALK REPAIR

Comments 2013 SP 062-630-058 CONCRETEJT & WALK REPAIR: SAP 062-030-021 2016


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.36 * 4225495.41 / 60 * 25* 1.15

$728,898


0.36 * 3696 * 65.52 / 15 * 25 $145,297


0.36 * 566370.18 / 60 * 25 $84,956


$105,469 + $728,898 +$145,297 + $84,956

$1,064,620



Status : Original


Original Current






0.11 M E OF LEXINGTON AVE. TOW JCT VICTORIA ST.

Termini 0.11 M E OF LEXINGTON AVE. TOW JCT VICTORIA ST.











Comments 2013 SP 062-630-058 CONCRETEJT & WALK REPAIR


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.24 * 4225495.41 / 60 * 25* 1.15

$485,932


0.24 * 3696 * 65.52 / 15 * 25 $96,865


0.24 * 566370.18 / 60 * 25 $56,637


$70,313 + $485,932 +$96,865 + $56,637

$709,747



Status : Original


Original Current






W JCT VICTORIA ST. TO DALE ST. Termini W JCT VICTORIA ST. TO DALE ST.













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.65 * 4225495.41 / 60 * 25* 1.15

$1,316,066


0.65 * 3696 * 65.52 / 15 * 25 $262,342


0.65 * 566370.18 / 60 * 25 $153,392


$0 + $1,316,066 + $262,342+ $153,392

$1,731,800



Status : Original


Original Current






DALE ST.TO 0.50 MI EAST Termini DALE ST.TO 0.50 MI EAST










SAP 062-630-014CONCRETE JOINT REPAIR

Comments SAP 062-630-014CONCRETE JOINT REPAIR


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 1996892.57 / 60 * 25 *1.1

$457,621


0.5 * 3564 * 65.52 / 20 * 25 $145,946


0.5 * 181173.68 / 60 * 25 $37,745


$35,156 + $457,621 +$145,946 + $37,745

$676,468



Status : Original


Original Current






0.50 MI E OF DALE ST.TO CSAH 49 Termini 0.50 MI E OF DALE ST.TO CSAH 49










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 1996892.57 / 60 * 25 *1.1

$457,621


0.5 * 3564 * 65.52 / 20 * 25 $145,946


0.5 * 181173.68 / 60 * 25 $37,745


$35,156 + $457,621 +$145,946 + $37,745

$676,468



Status : Original


Original Current






CSAH 49 TO 0.22 MI E Termini CSAH 49 TO 0.22 MI E










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.22 * 4225495.41 / 60 * 25* 1.15

$445,438


0.22 * 3696 * 65.52 / 15 * 25 $88,793


0.22 * 566370.18 / 60 * 25 $51,917


$35,156 + $445,438 +$88,793 + $51,917

$621,304



Status : Original


Original Current






0.22 MI E OF CSAH 49 TOJACKSON ST.

Termini 0.22 MI E OF CSAH 49 TOJACKSON ST.










SAP 062-630-014CONCRETE JOINT REPAIR

Comments SAP 062-630-014CONCRETE JOINT REPAIR


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.22 * 4225495.41 / 60 * 25* 1.15

$445,438


0.22 * 3696 * 65.52 / 15 * 25 $88,793


0.22 * 566370.18 / 60 * 25 $51,917


$70,313 + $445,438 +$88,793 + $51,917

$656,461



Status : Original


Original Current






JACKSON ST. TO W RAMP 35E Termini JACKSON ST. TO W RAMP 35E










SURFACED UNDER SAP 062-630-055, 2010.

Comments SURFACED UNDER SAP 062-630-055, 2010.


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.31 * 4225495.41 / 60 * 25* 1.15

$627,662


0.31 * 3696 * 65.52 / 15 * 25 $125,117


0.31 * 566370.18 / 60 * 25 $73,156


$105,469 + $627,662 +$125,117 + $73,156

$931,404



Status : Original


Original Current






WEST I-35E RAMP TO EAST I-35ERAMP

Termini WEST I-35E RAMP TO EAST I-35ERAMP










SURFACED UNDER SAP 062-630-055, 2010.2014- SAP 062-630-057, MNDOTCOOP. CONST. AGREEMENT NO.03438

Comments SURFACED UNDER SAP 062-630-055, 2010.2014- SAP 062-630-057, MNDOTCOOP. CONST. AGREEMENT NO.03438


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.08 * 4225495.41 / 60 * 25* 1.15

$161,977


0.08 * 3696 * 65.52 / 15 * 25 $32,288


0.08 * 566370.18 / 60 * 25 $18,879


$105,469 + $161,977 +$32,288 + $18,879

$318,613



Status : Original


Original Current






FROM E RAMP I35E TO MCMENEMY ST.

Termini FROM E RAMP I35E TO MCMENEMY ST.










CONSTRUCTED BY MN DOT IN2014

Comments CONSTRUCTED BY MN DOT IN2014


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.11 * 4225495.41 / 60 * 25* 1.15

$222,719


0.11 * 3696 * 65.52 / 15 * 25 $44,396


0.11 * 566370.18 / 60 * 25 $25,959


$70,313 + $222,719 +$44,396 + $25,959

$363,387



Status : Original


Original Current






MC MENEMY ST. TO DESOTO ST. Termini MC MENEMY ST. TO DESOTO ST.










2014 SP 062-630-059, STRIPING,WALKWAY+C&G, REDUCE AREATO 2 THRU LANES.

SURFACED WITH LOCAL FUNDS,2007

Comments 2014 SP 062-630-059, STRIPING,WALKWAY+C&G, REDUCE AREATO 2 THRU LANES.



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 4225495.41 / 60 * 25* 1.15

$506,179


0.25 * 3696 * 65.52 / 15 * 25 $100,901


0.25 * 566370.18 / 60 * 25 $58,997


$0 + $506,179 + $100,901+ $58,997

$666,077



Status : Original


Original Current






DESOTO ST TO EDGERTON ST. Termini DESOTO ST TO EDGERTON ST.










2014 SP 062-630-059, STRIPING,WALKWAY+C&G, REDUCE AREATO 2 THRU LANES


Comments 2014 SP 062-630-059, STRIPING,WALKWAY+C&G, REDUCE AREATO 2 THRU LANES



Segment Override


Original Current


6.23 Milepoint 6.23


DNR TRAIL Feature Crossed DNR TRAIL

Type of Service

Number of Spans


81 Bridge Width 81


Comments




Computation Result


1 * 56250 / 40 * 25 $35,156


0.25 * 4225495.41 / 60 * 25* 1.15

$506,179


0.25 * 3696 * 65.52 / 15 * 25 $100,901


0.25 * 566370.18 / 60 * 25 $58,997


38.4 * 81 * 152 / 80 * 25 *1.15

$169,906


$35,156 + $506,179 +$100,901 + $58,997 +$169,906

$871,139



Status : Original


Original Current






EDGERTON ST. TO 0.06 MI EAST Termini EDGERTON ST. TO 0.06 MI EAST













Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.06 * 2738635.28 / 60 * 25* 1.15

$78,736


0.06 * 2904 * 65.52 / 15 * 25 $19,027


0.06 * 436504.07 / 60 * 25 $10,913


$35,156 + $78,736 +$19,027 + $10,913

$143,832



Status : Original


Original Current






0.06 MI E OF EDGERTON ST. TO 0.12 MI E OF PAYNE AVE.

Termini 0.06 MI E OF EDGERTON ST. TO 0.12 MI E OF PAYNE AVE.















Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.18 * 2738635.28 / 60 * 25* 1.15

$236,207


0.18 * 2904 * 65.52 / 15 * 25 $57,081


0.18 * 436504.07 / 60 * 25 $32,738


$0 + $236,207 + $57,081 +$32,738

$326,026



Status : Original


Original Current






0.12 MI E OF PAYNE AVENUE TOPARKWAY DR.

Termini 0.12 MI E OF PAYNE AVENUE TOPARKWAY DR.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.12 * 2738635.28 / 60 * 25* 1.15

$157,472


0.12 * 2904 * 65.52 / 15 * 25 $38,054


0.12 * 436504.07 / 60 * 25 $21,825


$35,156 + $157,472 +$38,054 + $21,825

$252,507



Status : Original


Original Current






EAST SHORE DR. TO 0.15 MI EAST Termini EAST SHORE DR. TO 0.15 MI EAST












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.15 * 2738635.28 / 60 * 25* 1.15

$196,839


0.15 * 2904 * 65.52 / 15 * 25 $47,568


0.15 * 436504.07 / 60 * 25 $27,282


$0 + $196,839 + $47,568 +$27,282

$271,689



Status : Original


Original Current






0.15 MI E EAST SHORE DR. TO 0.5MILE EAST OF ENGLISH

Termini 0.15 MI E EAST SHORE DR. TO 0.5MILE EAST OF ENGLISH











SAP 62-630-051, 2006 CONST

Comments COMBINED WITH SEG 250 IN 2005

SAP 62-630-051, 2006 CONST


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.65 * 2738635.28 / 60 * 25* 1.15

$852,971


0.65 * 2904 * 65.52 / 15 * 25 $206,126


0.65 * 436504.07 / 60 * 25 $118,220


$0 + $852,971 + $206,126+ $118,220

$1,177,317



Status : Original


Original Current






0.50 MI E OF ENGLISH ST TOWHITE BEAR AVE.

Termini 0.50 MI E OF ENGLISH ST TOWHITE BEAR AVE.












Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 2738635.28 / 60 * 25 *1.15

$656,131


0.5 * 2904 * 65.52 / 15 * 25 $158,558


0.5 * 436504.07 / 60 * 25 $90,938


$35,156 + $656,131 +$158,558 + $90,938

$940,783



Status : Original


Original Current






WHITE BEAR AVE. TO 0.14 MIEAST

Termini WHITE BEAR AVE. TO 0.14 MIEAST










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.14 * 2738635.28 / 60 * 25* 1.15

$183,717


0.14 * 2904 * 65.52 / 15 * 25 $44,396


0.14 * 436504.07 / 60 * 25 $25,463


$35,156 + $183,717 +$44,396 + $25,463

$288,732



Status : Original


Original Current






0.14 MI E TO 0.25 MI E OF WHITEBEAR AVE.

Termini 0.14 MI E TO 0.25 MI E OF WHITEBEAR AVE.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.11 * 2738635.28 / 60 * 25* 1.15

$144,349


0.11 * 2904 * 65.52 / 15 * 25 $34,883


0.11 * 436504.07 / 60 * 25 $20,006


$35,156 + $144,349 +$34,883 + $20,006

$234,394



Status : Original


Original Current






0.25 TO 0.50 MILES EAST OFWHITE BEAR AVE.

Termini 0.25 TO 0.50 MILES EAST OFWHITE BEAR AVE.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.25 * 2738635.28 / 60 * 25* 1.15

$328,066


0.25 * 2904 * 65.52 / 15 * 25 $79,279


0.25 * 436504.07 / 60 * 25 $45,469


$35,156 + $328,066 +$79,279 + $45,469

$487,970



Status : Original


Original Current






0.50 TO 0.69 MILES EAST OFWHITE BEAR AVE.

Termini 0.50 TO 0.69 MILES EAST OFWHITE BEAR AVE.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.19 * 2738635.28 / 60 * 25* 1.15

$249,330


0.19 * 2904 * 65.52 / 15 * 25 $60,252


0.19 * 436504.07 / 60 * 25 $34,557


$0 + $249,330 + $60,252 +$34,557

$344,139



Status : Original


Original Current






0.69 MI E OF WHITE BEAR AVE. TOMC KNIGHT RD.

Termini 0.69 MI E OF WHITE BEAR AVE. TOMC KNIGHT RD.












Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.31 * 2738635.28 / 60 * 25* 1.15

$406,801


0.31 * 2904 * 65.52 / 15 * 25 $98,306


0.31 * 436504.07 / 60 * 25 $56,382


$35,156 + $406,801 +$98,306 + $56,382

$596,645



Status : Original


Original Current






MC KNIGHT RD. TO STERLINGAVE

Termini MC KNIGHT RD. TO STERLINGAVE










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.49 * 1996892.57 / 60 * 25* 1.1

$448,469


0.49 * 3564 * 65.52 / 20 * 25 $143,027


0.49 * 181173.68 / 60 * 25 $36,990


$35,156 + $448,469 +$143,027 + $36,990

$663,642



Status : Original


Original Current






STERLING AVE TO TH 120. Termini STERLING AVE TO TH 120.












Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 1996892.57 / 60 * 25 *1.1

$457,621


0.5 * 3564 * 65.52 / 20 * 25 $145,946


0.5 * 181173.68 / 60 * 25 $37,745


$35,156 + $457,621 +$145,946 + $37,745

$676,468



Status : Original


Original Current






COMO AVE. - SNELLING AVE. TOHAMLINE AVE.

Termini COMO AVE. - SNELLING AVE. TOHAMLINE AVE.










RELOCATED STRUCTURES TOCORRECT SEG 041

Comments RELOCATED STRUCTURES TOCORRECT SEG 041


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2738635.28 / 60 * 25 *1.15

$656,131


0.5 * 2904 * 65.52 / 15 * 25 $158,558


0.5 * 436504.07 / 60 * 25 $90,938


$0 + $656,131 + $158,558+ $90,938

$905,627



Status : Original


Original Current






HORTON AVE. - HAMLINE AVE. TOLEXINGTON AVE.

Termini HORTON AVE. - HAMLINE AVE. TOLEXINGTON AVE.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.52 * 4225495.41 / 60 * 25* 1.15

$1,052,853


0.52 * 3696 * 65.52 / 15 * 25 $209,874


0.52 * 566370.18 / 60 * 25 $122,714


$35,156 + $1,052,853 +$209,874 + $122,714

$1,420,597



Status : Original


Original Current






MARYLAND AVE. - DALE ST.TOWESTERN AVE.

Termini MARYLAND AVE. - DALE ST.TOWESTERN AVE.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 2738635.28 / 60 * 25 *1.15

$656,131


0.5 * 2904 * 65.52 / 15 * 25 $158,558


0.5 * 436504.07 / 60 * 25 $90,938


$35,156 + $656,131 +$158,558 + $90,938

$940,783



Status : Original


Original Current






WESTERN TO CSAH 49 Termini WESTERN TO CSAH 49










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.55 * 4225495.41 / 60 * 25* 1.15

$1,113,594


0.55 * 3696 * 65.52 / 15 * 25 $221,982


0.55 * 566370.18 / 60 * 25 $129,793


$35,156 + $1,113,594 +$221,982 + $129,793

$1,500,525



Status : Original


Original Current






CSAH 49 TO ABELL ST Termini CSAH 49 TO ABELL ST










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.3 * 4225495.41 / 60 * 25 *1.15

$607,415


0.3 * 3696 * 65.52 / 15 * 25 $121,081


0.3 * 566370.18 / 60 * 25 $70,796


$70,313 + $607,415 +$121,081 + $70,796

$869,605



Status : Original


Original Current






ABELL TO 0.04 M E OF JACKSON Termini ABELL TO 0.04 M E OF JACKSON










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.17 * 4225495.41 / 60 * 25* 1.15

$344,202


0.17 * 3696 * 65.52 / 15 * 25 $68,613


0.17 * 566370.18 / 60 * 25 $40,118


$70,313 + $344,202 +$68,613 + $40,118

$523,246



Status : Revised


Original Current






0.04 M E OF JACKSON TO 200FEET WEST OF LORIENT ST

Termini 0.04 M E OF JACKSON TO 200FEET WEST OF LORIENT ST










2014 SP 062-631-015 BRIDGEREHAB ON #62525 - ALSORELOCATE BR#S TO CORRECTSEGMENTS

SP 062-631-007, BRIDGE REHAB.

CORRECTION: 2016 STATE AIDEXPENDITURE- SAP 062-631-015PROJECT WAS NOT COMPLETEDIN 2014 BIDS WERE REJECTEDAND IT WAS RE-BID AND DONE IN2016.

Comments 2014 SP 062-631-015 BRIDGEREHAB ON #62525 - ALSORELOCATE BR#S TO CORRECTSEGMENTS

SP 062-631-007, BRIDGE REHAB.

CORRECTION: 2016 STATE AIDEXPENDITURE- SAP 062-631-015PROJECT WAS NOT COMPLETEDIN 2014 BIDS WERE REJECTEDAND IT WAS RE-BID AND DONE IN2016.


Segment Override

Bridge Information Status: Revised

Original Current




CP Rail Feature Crossed CP Rail


3 Number of Spans 3


48 Bridge Width 48


2014 - MOVED TO CORRECTSEGMENT

Comments 2014 - MOVED TO CORRECTSEGMENT; rehab 2016 062-631-015



Original Current




CP Rail Feature Crossed CP Rail


3 Number of Spans 3




2014 - RELOCATED STRUCTURESTO SEG 041

Comments 2014 - RELOCATED STRUCTURESTO SEG 041



Original Current




BNSF RR&ST Feature Crossed BNSF RR&ST


3 Number of Spans 3




2014 - RELOCATED STRUCTURE Comments 2014 - RELOCATED STRUCTURE



Original Current




BNSF RR & ST Feature Crossed BNSF RR & ST


3 Number of Spans 3




2014 - RELOCATED STRUCTURE Comments 2014 - RELOCATED STRUCTURE




Computation Result


3 * 56250 / 40 * 25 $105,469


0.19 * 4225495.41 / 60 * 25* 1.15

$384,696


0.19 * 3696 * 65.52 / 15 * 25 $76,685


0.19 * 566370.18 / 60 * 25 $44,838


111.9 * 48 * 152 / 80 * 25 *1.15

$293,402


110.8 * 39.1 * 152 / 80 * 25* 1.15

$236,651


226.6 * 39.1 * 138 / 80 * 25* 1.15

$439,404


218.2 * 58.1 * 138 / 80 * 25* 1.15

$628,721

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Bridge + Bridge+ Bridge

$105,469 + $384,696 +$76,685 + $44,838 +$293,402 + $236,651 +$439,404 + $628,721

$2,209,866



Status : Original


Original Current






200 FEET WEST F LORIENT ST TOWESTMINSTER ST

Termini 200 FEET WEST F LORIENT ST TOWESTMINSTER ST










RECONSTRUCT WITH MARYLANDAVE BRIDGE OVER FAI 35E

Comments RECONSTRUCT WITH MARYLANDAVE BRIDGE OVER FAI 35E


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.29 * 5259942.61 / 60 * 25* 1.15

$730,913


0.29 * 4488 * 65.52 / 15 * 25 $142,126


0.29 * 883293.09 / 60 * 25 $106,731


$140,625 + $730,913 +$142,126 + $106,731

$1,120,395



Status : Original


Original Current






WESTMINSTER ST TO PAYNE AVE Termini WESTMINSTER ST TO PAYNE AVE










2013 SP 062-631-010 RECONST @ARKWRIGHT


Comments 2013 SP 062-631-010 RECONST @ARKWRIGHT



Segment Override



Computation Result


5 * 56250 / 40 * 25 $175,781


0.63 * 1996892.57 / 60 * 25* 1.1

$576,603


0.63 * 3564 * 65.52 / 20 * 25 $183,892


0.63 * 181173.68 / 60 * 25 $47,558


$175,781 + $576,603 +$183,892 + $47,558

$983,834



Status : Original


Original Current






PAYNE AVE TO TH 61 Termini PAYNE AVE TO TH 61










2014 - RELOCATED STRUCTURESTO CORRECT SEG 0412014 - SP 062-631-009 WIDING,SIGNALS, STORM SEWERIMPROVEMENTS


Comments 2014 - RELOCATED STRUCTURESTO CORRECT SEG 0412014 - SP 062-631-009 WIDING,SIGNALS, STORM SEWERIMPROVEMENTS



Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.4 * 5259942.61 / 60 * 25 *1.15

$1,008,156


0.4 * 4488 * 65.52 / 15 * 25 $196,036


0.4 * 883293.09 / 60 * 25 $147,216


$70,313 + $1,008,156 +$196,036 + $147,216

$1,421,721



Status : Original


Original Current






TH 61 TO DULUTH ST Termini TH 61 TO DULUTH ST










Comments


Segment Override



Computation Result


5 * 56250 / 40 * 25 $175,781


0.75 * 4225495.41 / 60 * 25* 1.15

$1,518,537


0.75 * 3696 * 65.52 / 15 * 25 $302,702


0.75 * 566370.18 / 60 * 25 $176,991


$175,781 + $1,518,537 +$302,702 + $176,991

$2,174,011



Status : Original


Original Current






DULUTH ST TO BURNQUIST ST Termini DULUTH ST TO BURNQUIST ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 4225495.41 / 60 * 25 *1.15

$202,472


0.1 * 3696 * 65.52 / 15 * 25 $40,360


0.1 * 566370.18 / 60 * 25 $23,599


$0 + $202,472 + $40,360 +$23,599

$266,431



Status : Original


Original Current






BURNQUIST TO 0.06 MI E OFJOHNSON PKWY

Termini BURNQUIST TO 0.06 MI E OFJOHNSON PKWY










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.13 * 4225495.41 / 60 * 25* 1.15

$263,213


0.13 * 3696 * 65.52 / 15 * 25 $52,468


0.13 * 566370.18 / 60 * 25 $30,678


$70,313 + $263,213 +$52,468 + $30,678

$416,672



Status : Original


Original Current






0.06 MI E OF JOHNSON PKWY TOCLARENCE ST.

Termini 0.06 MI E OF JOHNSON PKWY TOCLARENCE ST.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.17 * 4225495.41 / 60 * 25* 1.15

$344,202


0.17 * 3696 * 65.52 / 15 * 25 $68,613


0.17 * 566370.18 / 60 * 25 $40,118


$35,156 + $344,202 +$68,613 + $40,118

$488,089



Status : Original


Original Current






CLARENCE ST TO WHITE BEARAVE.

Termini CLARENCE ST TO WHITE BEARAVE.










Comments


Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


0.88 * 4225495.41 / 60 * 25* 1.15

$1,781,751


0.88 * 3696 * 65.52 / 15 * 25 $355,171


0.88 * 566370.18 / 60 * 25 $207,669


$210,938 + $1,781,751 +$355,171 + $207,669

$2,555,529



Status : Original


Original Current






MARYLAND AVE-LAKEWOOD DRTO CENTURY AVE

Termini MARYLAND AVE-LAKEWOOD DRTO CENTURY AVE










COMBINED WITH SEG 130 & 140 IN2005

Comments COMBINED WITH SEG 130 & 140 IN2005


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.75 * 2738635.28 / 60 * 25* 1.15

$984,197


0.75 * 2904 * 65.52 / 15 * 25 $237,838


0.75 * 436504.07 / 60 * 25 $136,408


$35,156 + $984,197 +$237,838 + $136,408

$1,393,599



Status : Original


Original Current






ENERGY PARK DR. - T.H. 280 E.R/W TO 650 FT. W OF RAYMONDAV

Termini ENERGY PARK DR. - T.H. 280 E.R/W TO 650 FT. W OF RAYMONDAV










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.32 * 4225495.41 / 60 * 25* 1.15

$647,909


0.32 * 3696 * 65.52 / 15 * 25 $129,153


0.32 * 566370.18 / 60 * 25 $75,516


$0 + $647,909 + $129,153+ $75,516

$852,578



Status : Original


Original Current






ENERGY PARK DR. - 650 FT. W OFRAYMOND AVE. TO RAYMONDAVE.

Termini ENERGY PARK DR. - 650 FT. W OFRAYMOND AVE. TO RAYMONDAVE.










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.12 * 4225495.41 / 60 * 25* 1.15

$242,966


0.12 * 3696 * 65.52 / 15 * 25 $48,432


0.12 * 566370.18 / 60 * 25 $28,319


$105,469 + $242,966 +$48,432 + $28,319

$425,186



Status : Original


Original Current






ENERGY PARK DR. - RAYMONDAVE. TO GIBBS AVE.

Termini ENERGY PARK DR. - RAYMONDAVE. TO GIBBS AVE.










SAP 62-632-003, 2006 CONST. Comments SAP 62-632-003, 2006 CONST.


Segment Override


Status: Original

Original Current



086431F USDOT Number 086431F


0 Mainline Tracks 0




Last Year Surfaced


Comments



Computation Result


1 * 56250 / 40 * 25 $35,156


0.29 * 2738635.28 / 60 * 25* 1.15

$380,556


0.29 * 2904 * 65.52 / 15 * 25 $91,964


0.29 * 436504.07 / 60 * 25 $52,744


275000 / 25 * 25 $275,000


104 * 1350 / 25 * 25 $140,400


$35,156 + $380,556 +$91,964 + $52,744 +$275,000 + $140,400

$975,820



Status : Original


Original Current






ENERGY PARK DR. - GIBBS AVE.TO 1016 FT. W OF SNELLING AVE.

Termini ENERGY PARK DR. - GIBBS AVE.TO 1016 FT. W OF SNELLING AVE.












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 2738635.28 / 60 * 25 *1.15

$1,181,036


0.9 * 2904 * 65.52 / 15 * 25 $285,405


0.9 * 436504.07 / 60 * 25 $163,689


$0 + $1,181,036 + $285,405+ $163,689

$1,630,130



Status : Original


Original Current






KASOTA AVE. - 1016 FT. W OFSNELLING AVE. TO SNELLINGAVE.

Termini KASOTA AVE. - 1016 FT. W OFSNELLING AVE. TO SNELLINGAVE.












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.19 * 2738635.28 / 60 * 25* 1.15

$249,330


0.19 * 2904 * 65.52 / 15 * 25 $60,252


0.19 * 436504.07 / 60 * 25 $34,557


$0 + $249,330 + $60,252 +$34,557

$344,139



Status : Original


Original Current






ENERGY PARK DR. - SNELLINGAVE. TO LEXINGTON PKWY.

Termini ENERGY PARK DR. - SNELLINGAVE. TO LEXINGTON PKWY.










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


1.03 * 4225495.41 / 60 * 25* 1.15

$2,085,458


1.03 * 3696 * 65.52 / 15 * 25 $415,711


1.03 * 566370.18 / 60 * 25 $243,067


$105,469 + $2,085,458 +$415,711 + $243,067

$2,849,705



Status : Original


Original Current


1 Segment Length 1




FRONT AVE. - LEXINGTON PKWY.TO DALE ST.

Termini FRONT AVE. - LEXINGTON PKWY.TO DALE ST.










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


1 * 2738635.28 / 60 * 25 *1.15

$1,312,263


1 * 2904 * 65.52 / 15 * 25 $317,117


1 * 436504.07 / 60 * 25 $181,877


$70,313 + $1,312,263 +$317,117 + $181,877

$1,881,570



Status : Original


Original Current






DALE ST TO WESTERN AVE Termini DALE ST TO WESTERN AVE










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.63 * 2738635.28 / 60 * 25* 1.15

$826,726


0.63 * 2904 * 65.52 / 15 * 25 $199,784


0.63 * 436504.07 / 60 * 25 $114,582


$70,313 + $826,726 +$199,784 + $114,582

$1,211,405



Status : Original


Original Current






WESTERN AVE TO MINNEHAHAAVE

Termini WESTERN AVE TO MINNEHAHAAVE










Comments


Segment Override


Original Current




Feature Crossed

Type of Service

Number of Spans




Comments




Computation Result


1 * 56250 / 40 * 25 $35,156


0.18 * 4225495.41 / 60 * 25* 1.15

$364,449


0.18 * 3696 * 65.52 / 15 * 25 $72,649


0.18 * 566370.18 / 60 * 25 $42,478


342.7 * 68.6 * 138 / 80 * 25* 1.15

$1,165,910


$35,156 + $364,449 +$72,649 + $42,478 +$1,165,910

$1,680,642



Status : Original


Original Current






TRANSFER ROAD - UNIVERSITYAVE. TO PRIOR AVE.

Termini TRANSFER ROAD - UNIVERSITYAVE. TO PRIOR AVE.










Comments


Segment Override


Original Current




MC RY Feature Crossed MC RY

Type of Service

Number of Spans


78 Bridge Width 78


Comments




Computation Result


1 * 56250 / 40 * 25 $35,156


0.75 * 2738635.28 / 60 * 25* 1.15

$984,197


0.75 * 2904 * 65.52 / 15 * 25 $237,838


0.75 * 436504.07 / 60 * 25 $136,408


368.6 * 78 * 138 / 80 * 25 *1.15

$1,425,860


$35,156 + $984,197 +$237,838 + $136,408 +$1,425,860

$2,819,459



Status : Original


Original Current






PIERCE BUTLER ROUTE - PRIORAVE. TO SNELLING AVE.

Termini PIERCE BUTLER ROUTE - PRIORAVE. TO SNELLING AVE.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 4225495.41 / 60 * 25 *1.15

$1,619,773


0.8 * 3696 * 65.52 / 15 * 25 $322,883


0.8 * 566370.18 / 60 * 25 $188,790


$0 + $1,619,773 + $322,883+ $188,790

$2,131,446



Status : Original


Original Current






PIERCE BUTLER ROUTE -SNELLING AVE. TO GROTTO ST.

Termini PIERCE BUTLER ROUTE -SNELLING AVE. TO GROTTO ST.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.8 * 2738635.28 / 60 * 25 *1.15

$2,362,073


1.8 * 2904 * 65.52 / 15 * 25 $570,810


1.8 * 436504.07 / 60 * 25 $327,378


$0 + $2,362,073 + $570,810+ $327,378

$3,260,261



Status : Original


Original Current






PIERCE BUTLER ROUTE -GROTTO ST. TO MINNEHAHA AVE.

Termini PIERCE BUTLER ROUTE -GROTTO ST. TO MINNEHAHA AVE.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.21 * 2738635.28 / 60 * 25* 1.15

$275,575


0.21 * 2904 * 65.52 / 15 * 25 $66,595


0.21 * 436504.07 / 60 * 25 $38,194


$35,156 + $275,575 +$66,595 + $38,194

$415,520



Status : Original


Original Current






MINNEHAHA AVE. W. - PIERCEBUTLER ROUTE TO DALE ST.

Termini MINNEHAHA AVE. W. - PIERCEBUTLER ROUTE TO DALE ST.










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.04 * 4225495.41 / 60 * 25* 1.15

$80,989


0.04 * 3696 * 65.52 / 15 * 25 $16,144


0.04 * 566370.18 / 60 * 25 $9,440


$105,469 + $80,989 +$16,144 + $9,440

$212,042



Status : Original


Original Current






MINNEHAHA AVE - DALE ST. TOCOMO AVE.

Termini MINNEHAHA AVE - DALE ST. TOCOMO AVE.










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.65 * 2738635.28 / 60 * 25* 1.15

$852,971


0.65 * 2904 * 65.52 / 15 * 25 $206,126


0.65 * 436504.07 / 60 * 25 $118,220


$105,469 + $852,971 +$206,126 + $118,220

$1,282,786



Status : Original


Original Current






COMO AVE. - MINNEHAHA AVE.TO RICE ST.

Termini COMO AVE. - MINNEHAHA AVE.TO RICE ST.











Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.46 * 4225495.41 / 60 * 25* 1.15

$931,370


0.46 * 3696 * 65.52 / 15 * 25 $185,657


0.46 * 566370.18 / 60 * 25 $108,554


$105,469 + $931,370 +$185,657 + $108,554

$1,331,050



Status : Original


Original Current






LAFOND AVE. - COMO AVE. TORICE ST.

Termini LAFOND AVE. - COMO AVE. TORICE ST.










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.11 * 4225495.41 / 60 * 25* 1.15

$222,719


0.11 * 3696 * 65.52 / 15 * 25 $44,396


0.11 * 566370.18 / 60 * 25 $25,959


$70,313 + $222,719 +$44,396 + $25,959

$363,387



Status : Original


Original Current






ARCH ST. AND CAPITOL HTS. -RICE ST. TO JACKSON ST.

Termini ARCH ST. AND CAPITOL HTS. -RICE ST. TO JACKSON ST.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.39 * 4225495.41 / 60 * 25* 1.15

$789,639


0.39 * 3696 * 65.52 / 15 * 25 $157,405


0.39 * 566370.18 / 60 * 25 $92,035


$35,156 + $789,639 +$157,405 + $92,035

$1,074,235



Status : Original


Original Current






PENNSYLVANIA AVE. - JACKSONST. TO MISSISSIPPI ST.

Termini PENNSYLVANIA AVE. - JACKSONST. TO MISSISSIPPI ST.










2014 CSAH EXPENDITURE-RAMSEY COUNTY CONTRIBUTIONTO SP 6208-308; COOPERATIVEAGREEMENT NO. 01607

Comments 2014 CSAH EXPENDITURE-RAMSEY COUNTY CONTRIBUTIONTO SP 6208-308; COOPERATIVEAGREEMENT NO. 01607


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.4 * 4225495.41 / 60 * 25 *1.15

$809,887


0.4 * 3696 * 65.52 / 15 * 25 $161,441


0.4 * 566370.18 / 60 * 25 $94,395


$105,469 + $809,887 +$161,441 + $94,395

$1,171,192



Status : Original


Original Current






UNIVERSITY AVE. - WEST CO.LINE TO VANDALIA ST.

Termini UNIVERSITY AVE. - WEST CO.LINE TO VANDALIA ST.













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.02 * 5259942.61 / 60 * 25* 1.15

$2,570,797


1.02 * 4488 * 65.52 / 15 * 25 $499,891


1.02 * 883293.09 / 60 * 25 $375,400


$0 + $2,570,797 + $499,891+ $375,400

$3,446,088



Status : Original


Original Current






UNIVERSITY AVE. - VANDALIA ST.TO CLEVELAND AVE.

Termini UNIVERSITY AVE. - VANDALIA ST.TO CLEVELAND AVE.











Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.13 * 4225495.41 / 60 * 25* 1.15

$263,213


0.13 * 3696 * 65.52 / 15 * 25 $52,468


0.13 * 566370.18 / 60 * 25 $30,678


$70,313 + $263,213 +$52,468 + $30,678

$416,672



Status : Original


Original Current






UNIVERSITY AVE. - CLEVELANDAVE. TO 900 FT. EAST

Termini UNIVERSITY AVE. - CLEVELANDAVE. TO 900 FT. EAST











Comments


Segment Override


Original Current


1.26 Milepoint 1.26


Feature Crossed

Type of Service

Number of Spans


38 Bridge Width 38


Comments




Computation Result


2 * 56250 / 40 * 25 $70,313


0.17 * 4225495.41 / 60 * 25* 1.15

$344,202


0.17 * 3696 * 65.52 / 15 * 25 $68,613


0.17 * 566370.18 / 60 * 25 $40,118


141.4 * 38 * 152 / 80 * 25 *1.15

$293,511


$70,313 + $344,202 +$68,613 + $40,118 +$293,511

$816,757



Status : Original


Original Current






UNIVERSITY AVE. - 900' E. OFCLEVELAND AVE. TO PRIOR AVE.

Termini UNIVERSITY AVE. - 900' E. OFCLEVELAND AVE. TO PRIOR AVE.











Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.11 * 4225495.41 / 60 * 25* 1.15

$222,719


0.11 * 3696 * 65.52 / 15 * 25 $44,396


0.11 * 566370.18 / 60 * 25 $25,959


$0 + $222,719 + $44,396 +$25,959

$293,074



Status : Original


Original Current






UNIVERSITY AVE. - PRIOR AVE.TO PASCAL AVE.

Termini UNIVERSITY AVE. - PRIOR AVE.TO PASCAL AVE.











COMBINED WITH SEG 070 & 080 IN2005

Comments COMBINED WITH SEG 070 & 080 IN2005


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.03 * 4225495.41 / 60 * 25* 1.15

$2,085,458


1.03 * 3696 * 65.52 / 15 * 25 $415,711


1.03 * 566370.18 / 60 * 25 $243,067


$0 + $2,085,458 + $415,711+ $243,067

$2,744,236



Status : Original


Original Current






UNIVERSITY AVE. - PASCAL AVE.TO DUNLAP AVE.

Termini UNIVERSITY AVE. - PASCAL AVE.TO DUNLAP AVE.











Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.63 * 4225495.41 / 60 * 25* 1.15

$1,275,571


0.63 * 3696 * 65.52 / 15 * 25 $254,270


0.63 * 566370.18 / 60 * 25 $148,672


$70,313 + $1,275,571 +$254,270 + $148,672

$1,748,826



Status : Original


Original Current






UNIVERSITY AVE. - DUNLAP AVE.TO DALE ST.

Termini UNIVERSITY AVE. - DUNLAP AVE.TO DALE ST.













Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


1.12 * 4225495.41 / 60 * 25* 1.15

$2,267,683


1.12 * 3696 * 65.52 / 15 * 25 $452,036


1.12 * 566370.18 / 60 * 25 $264,306


$210,938 + $2,267,683 +$452,036 + $264,306

$3,194,963



Status : Original


Original Current


1 Segment Length 1




UNIVERSITY AVE. - DALE ST. TORICE ST.

Termini UNIVERSITY AVE. - DALE ST. TORICE ST.













Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


1 * 4225495.41 / 60 * 25 *1.15

$2,024,717


1 * 3696 * 65.52 / 15 * 25 $403,603


1 * 566370.18 / 60 * 25 $235,988


$210,938 + $2,024,717 +$403,603 + $235,988

$2,875,246



Status : Original


Original Current






UNIVERSITY AVE. - RICE ST TOPARK ST.

Termini UNIVERSITY AVE. - RICE ST TOPARK ST.











SURF UNDER 62-634-004, 2004 Comments SURF UNDER 62-634-004, 2004


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.09 * 4225495.41 / 60 * 25* 1.15

$182,224


0.09 * 3696 * 65.52 / 15 * 25 $36,324


0.09 * 566370.18 / 60 * 25 $21,239


$70,313 + $182,224 +$36,324 + $21,239

$310,100



Status : Original


Original Current






UNIVERSITY AVE. - PARK ST TOROBERT ST.

Termini UNIVERSITY AVE. - PARK ST TOROBERT ST.











SURFACED UNDER 62-634-004 IN2004

Comments SURFACED UNDER 62-634-004 IN2004


Segment Override


Original Current


0.91 Milepoint 0.91


Feature Crossed

Type of Service

Number of Spans


49 Bridge Width 49


Comments




Computation Result


2 * 56250 / 40 * 25 $70,313


0.24 * 4225495.41 / 60 * 25* 1.15

$485,932


0.24 * 3696 * 65.52 / 15 * 25 $96,865


0.24 * 566370.18 / 60 * 25 $56,637


160 * 49 * 138 / 80 * 25 *1.15

$388,815


$70,313 + $485,932 +$96,865 + $56,637 +$388,815

$1,098,562



Status : Original


Original Current






ROBERT ST - UNIVERSITY TO12TH

Termini ROBERT ST - UNIVERSITY TO12TH









THTB-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS

Special Message Code THTB-MILES ONLY-NO NEEDS-ELIGIBLE FOR 100% TB FUNDS

Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.25 * 2738635.28 / 60 * 25* 1.15

$328,066


0.25 * 2904 * 65.52 / 15 * 25 $79,279


0.25 * 436504.07 / 60 * 25 $45,469


$140,625 + $328,066 +$79,279 + $45,469

$593,439



Status : Original


Original Current


1 Segment Length 1




MC KNIGHT RD. TO EAST CO. LINE Termini MC KNIGHT RD. TO EAST CO. LINE










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


1 * 1996892.57 / 60 * 25 *1.1

$915,242


1 * 3564 * 65.52 / 20 * 25 $291,892


1 * 181173.68 / 60 * 25 $75,489


$70,313 + $915,242 +$291,892 + $75,489

$1,352,936



Status : Original


Original Current






MARSHALL AVE. - W CO LINE TOCRETIN AVE.

Termini MARSHALL AVE. - W CO LINE TOCRETIN AVE.











Comments


Segment Override


Original Current


0.01 Milepoint 0.01


MISSISSIPPI R & CITY STS Feature Crossed MISSISSIPPI R & CITY STS

Type of Service

2 Number of Spans 2


83 Bridge Width 83


Comments




Computation Result


3 * 56250 / 40 * 25 $105,469


0.45 * 1996892.57 / 60 * 25* 1.1

$411,859


0.45 * 3564 * 65.52 / 20 * 25 $131,351


0.45 * 181173.68 / 60 * 25 $33,970


1483.7 * 83 * 138 / 80 * 25 *1.15

$6,107,326


$105,469 + $411,859 +$131,351 + $33,970 +$6,107,326

$6,789,975



Status : Original


Original Current






MARSHALL AVE. - CRETIN AVE.TO FRY AVE.

Termini MARSHALL AVE. - CRETIN AVE.TO FRY AVE.











Comments


Segment Override



Computation Result


7 * 56250 / 40 * 25 $246,094


1.14 * 4225495.41 / 60 * 25* 1.15

$2,308,177


1.14 * 3696 * 65.52 / 15 * 25 $460,108


1.14 * 566370.18 / 60 * 25 $269,026


$246,094 + $2,308,177 +$460,108 + $269,026

$3,283,405



Status : Original


Original Current






MARSHALL AVE. - FRY AVE. TOSNELLING AVE.

Termini MARSHALL AVE. - FRY AVE. TOSNELLING AVE.











TIME LAPSED ON TB,MADE CHANGES TO TBMAINTENANCE CHART 1/08OK'ED PER CYRUS KNUTSON

Comments TIME LAPSED ON TB,MADE CHANGES TO TBMAINTENANCE CHART 1/08OK'ED PER CYRUS KNUTSON


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.11 * 4225495.41 / 60 * 25* 1.15

$222,719


0.11 * 3696 * 65.52 / 15 * 25 $44,396


0.11 * 566370.18 / 60 * 25 $25,959


$35,156 + $222,719 +$44,396 + $25,959

$328,230



Status : Original


Original Current


1 Segment Length 1




MARSHALL - SNELLING AVE TOLEXINGTON AVE

Termini MARSHALL - SNELLING AVE TOLEXINGTON AVE










Comments


Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


1 * 2738635.28 / 60 * 25 *1.15

$1,312,263


1 * 2904 * 65.52 / 15 * 25 $317,117


1 * 436504.07 / 60 * 25 $181,877


$210,938 + $1,312,263 +$317,117 + $181,877

$2,022,195



Status : Original


Original Current


1 Segment Length 1




SELBY LEXINGTON AVE TO DALEST

Termini SELBY LEXINGTON AVE TO DALEST










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


1 * 2738635.28 / 60 * 25 *1.15

$1,312,263


1 * 2904 * 65.52 / 15 * 25 $317,117


1 * 436504.07 / 60 * 25 $181,877


$70,313 + $1,312,263 +$317,117 + $181,877

$1,881,570



Status : Original


Original Current






UPPER AFTON RD. - T.H. 61 TOBURNS AVE.

Termini UPPER AFTON RD. - T.H. 61 TOBURNS AVE.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.06 * 1021937.01 / 60 * 25* 1.1

$28,103


0.06 * 2376 * 65.52 / 20 * 25 $11,676


0.06 * 85357.87 / 60 * 25 $2,134


$35,156 + $28,103 +$11,676 + $2,134

$77,069



Status : Original


Original Current






UPPER AFTON ROAD - BURNSAVENUE TO WHITE BEARAVENUE.

Termini UPPER AFTON ROAD - BURNSAVENUE TO WHITE BEARAVENUE.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.94 * 1021937.01 / 60 * 25* 1.1

$440,285


0.94 * 2376 * 65.52 / 20 * 25 $182,919


0.94 * 85357.87 / 60 * 25 $33,432


$0 + $440,285 + $182,919+ $33,432

$656,636



Status : Original


Original Current


1 Segment Length 1




UPPER AFTON RD. - WHITE BEARAVE. TO MC KNIGHT RD.

Termini UPPER AFTON RD. - WHITE BEARAVE. TO MC KNIGHT RD.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1021937.01 / 60 * 25 *1.1

$468,388


1 * 2376 * 65.52 / 20 * 25 $194,594


1 * 85357.87 / 60 * 25 $35,566


$0 + $468,388 + $194,594+ $35,566

$698,548



Status : Revised


Original Current






WARNER RD. - SIBLEY ST. TO 0.42MI EAST

Termini WARNER RD. - SIBLEY ST. TO 0.42MI EAST










Comments SAP 062-030-021 2016


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.42 * 4225495.41 / 60 * 25* 1.15

$850,381


0.42 * 3696 * 65.52 / 15 * 25 $169,513


0.42 * 566370.18 / 60 * 25 $99,115


$35,156 + $850,381 +$169,513 + $99,115

$1,154,165



Status : Revised


Original Current






WARNER RD. - 0.42 MI TO 0.86 MIE OF SIBLEY ST.

Termini WARNER RD. - 0.42 MI TO 0.86 MIE OF SIBLEY ST.










Comments SAP 062-030-021 2016


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.44 * 4225495.41 / 60 * 25* 1.15

$890,875


0.44 * 3696 * 65.52 / 15 * 25 $177,585


0.44 * 566370.18 / 60 * 25 $103,835


$0 + $890,875 + $177,585+ $103,835

$1,172,295



Status : Revised


Original Current






WARNER RD. - 0.86 MI E OFSIBLEY ST. TO CHILDS RD.

Termini WARNER RD. - 0.86 MI E OFSIBLEY ST. TO CHILDS RD.










2013 SP 062-636-005 EB BRREPLACE

Comments 2013 SP 062-636-005 EB BRREPLACE; SAP 062-030-021 2016


Segment Override


Original Current


1.25 Milepoint 1.25


RAILROADS AND STR Feature Crossed RAILROADS AND STR

Type of Service

7 Number of Spans 7


39 Bridge Width 39


2013 SP 062-636-005 EB BRREPLACE W/ 62634 - NO PED BRSON THIS SEGMENT

Comments 2013 SP 062-636-005 EB BRREPLACE W/ 62634 - NO PED BRSON THIS SEGMENT



Original Current


1.26 Milepoint 1.26


RAILROADS & CHILDS RD Feature Crossed RAILROADS & CHILDS RD

Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.51 * 4225495.41 / 60 * 25* 1.15

$1,032,605


0.51 * 3696 * 65.52 / 15 * 25 $205,838


0.51 * 566370.18 / 60 * 25 $120,354


840 * 39 * 138 / 80 * 25 *1.15

$1,624,691


986.3 * 31.5 * 138 / 80 * 25* 1.15

$1,540,801

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Bridge

$0 + $1,032,605 + $205,838+ $120,354 + $1,624,691 +$1,540,801

$4,524,289



Status : Original


Original Current






WARNER RD. - CHILDS RD. TOFISH HATCHERY RD.

Termini WARNER RD. - CHILDS RD. TOFISH HATCHERY RD.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.72 * 4225495.41 / 60 * 25* 1.15

$1,457,796


0.72 * 3696 * 65.52 / 15 * 25 $290,594


0.72 * 566370.18 / 60 * 25 $169,911


$0 + $1,457,796 + $290,594+ $169,911

$1,918,301



Status : Original


Original Current






WARNER RD. - FISH HATCHERYRD. TO T.H. 61

Termini WARNER RD. - FISH HATCHERYRD. TO T.H. 61










2013 SAP 062-636-008 WASHOUTREPAIR

Comments 2013 SAP 062-636-008 WASHOUTREPAIR


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.4 * 4225495.41 / 60 * 25 *1.15

$809,887


0.4 * 3696 * 65.52 / 15 * 25 $161,441


0.4 * 566370.18 / 60 * 25 $94,395


$35,156 + $809,887 +$161,441 + $94,395

$1,100,879



Status : Revised


Original Current






SHEPARD RD. - RANDOLPH AVE.TO JAMES AVE.

Termini SHEPARD RD. - RANDOLPH AVE.TO JAMES AVE.










Comments SAP 062-030-021 2016


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.14 * 4225495.41 / 60 * 25* 1.15

$283,460


0.14 * 3696 * 65.52 / 15 * 25 $56,504


0.14 * 566370.18 / 60 * 25 $33,038


$35,156 + $283,460 +$56,504 + $33,038

$408,158



Status : Revised


Original Current






SHEPARD RD. - JAMES AVE. TOWILKIN ST.

Termini SHEPARD RD. - JAMES AVE. TOWILKIN ST.










Comments SAP 062-030-021 2016


Segment Override


Original Current




Feature Crossed

Type of Service

Number of Spans

58 Bridge Length 58



Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.69 * 4225495.41 / 60 * 25* 1.15

$1,397,054


0.69 * 3696 * 65.52 / 15 * 25 $278,486


0.69 * 566370.18 / 60 * 25 $162,831


58 * 510.3 * 152 / 80 * 25 *1.15

$1,616,758


$0 + $1,397,054 + $278,486+ $162,831 + $1,616,758

$3,455,129



Status : Revised


Original Current






SHEPARD RD. - WILKIN ST. TOELM ST.

Termini SHEPARD RD. - WILKIN ST. TOELM ST.










Comments SAP 062-030-021 2016


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.28 * 4225495.41 / 60 * 25* 1.15

$566,921


0.28 * 3696 * 65.52 / 15 * 25 $113,009


0.28 * 566370.18 / 60 * 25 $66,077


$70,313 + $566,921 +$113,009 + $66,077

$816,320



Status : Revised


Original Current






SHEPARD RD. - ELM ST. TOONTARIO ST

Termini SHEPARD RD. - ELM ST. TOONTARIO ST










Comments SAP 062-030-021 2016


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.43 * 4225495.41 / 60 * 25* 1.15

$870,628


0.43 * 3696 * 65.52 / 15 * 25 $173,549


0.43 * 566370.18 / 60 * 25 $101,475


$105,469 + $870,628 +$173,549 + $101,475

$1,251,121



Status : Revised


Original Current






SHEPARD RD. ONTARIO ST TOJACKSON ST

Termini SHEPARD RD. ONTARIO ST TOJACKSON ST










Comments SAP 062-030-021 2016


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.52 * 4225495.41 / 60 * 25* 1.15

$1,052,853


0.52 * 3696 * 65.52 / 15 * 25 $209,874


0.52 * 566370.18 / 60 * 25 $122,714


$70,313 + $1,052,853 +$209,874 + $122,714

$1,455,754



Status : Revised


Original Current






SHEPARD RD. JACKSON ST. TOSIBLEY ST.

Termini SHEPARD RD. JACKSON ST. TOSIBLEY ST.










Comments SAP 062-030-021 2016


Segment Override


Original Current


1.98 Milepoint 1.98


Feature Crossed

Type of Service

0 Number of Spans 0




Comments




Computation Result


2 * 56250 / 40 * 25 $70,313


0.1 * 4225495.41 / 60 * 25 *1.15

$202,472


0.1 * 3696 * 65.52 / 15 * 25 $40,360


0.1 * 566370.18 / 60 * 25 $23,599


110.3 * 16.7 * 152 / 80 * 25* 1.15

$100,620


$70,313 + $202,472 +$40,360 + $23,599 +$100,620

$437,364



Status : Original


Original Current






CLEVELAND TO DAVERN Termini CLEVELAND TO DAVERN










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.77 * 2738635.28 / 60 * 25* 1.15

$1,010,442


0.77 * 2904 * 65.52 / 15 * 25 $244,180


0.77 * 436504.07 / 60 * 25 $140,045


$105,469 + $1,010,442 +$244,180 + $140,045

$1,500,136



Status : Revised


Original Current






DAVERN TO SNELLING Termini DAVERN TO SNELLING










RECONSTRUCTED UNDER SAP062-638-004

Comments RECONSTRUCTED UNDER SAP062-638-004


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.25 * 4225495.41 / 60 * 25* 1.15

$506,179


0.25 * 3696 * 65.52 / 15 * 25 $100,901


0.25 * 566370.18 / 60 * 25 $58,997


$35,156 + $506,179 +$100,901 + $58,997

$701,233



Status : Revised


Original Current






RANDOLPH AVE. - T.H. 51 TO 0.60MI EAST

Termini RANDOLPH AVE. - T.H. 51 TO 0.60MI EAST













Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.6 * 4225495.41 / 60 * 25 *1.15

$1,214,830


0.6 * 3696 * 65.52 / 15 * 25 $242,162


0.6 * 566370.18 / 60 * 25 $141,593


$35,156 + $1,214,830 +$242,162 + $141,593

$1,633,741



Status : Revised


Original Current






RANDOLPH AVE. - 0.60 MI E OFT.H. 51 TO FAI 35E

Termini RANDOLPH AVE. - 0.60 MI E OFT.H. 51 TO FAI 35E













Segment Override



Computation Result


9 * 56250 / 40 * 25 $316,406


0.51 * 4225495.41 / 60 * 25* 1.15

$1,032,605


0.51 * 3696 * 65.52 / 15 * 25 $205,838


0.51 * 566370.18 / 60 * 25 $120,354


$316,406 + $1,032,605 +$205,838 + $120,354

$1,675,203



Status : Original


Original Current






RANDOLPH AVE. - FAI 35E TO 7TH. ST.

Termini RANDOLPH AVE. - FAI 35E TO 7TH. ST.










Comments


Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


0.79 * 4225495.41 / 60 * 25* 1.15

$1,599,526


0.79 * 3696 * 65.52 / 15 * 25 $318,847


0.79 * 566370.18 / 60 * 25 $186,430


$210,938 + $1,599,526 +$318,847 + $186,430

$2,315,741



Status : Original


Original Current






RANDOLPH AVE. - 7 TH. ST. TOSHEPARD RD.

Termini RANDOLPH AVE. - 7 TH. ST. TOSHEPARD RD.










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.4 * 2738635.28 / 60 * 25 *1.15

$524,905


0.4 * 2904 * 65.52 / 15 * 25 $126,847


0.4 * 436504.07 / 60 * 25 $72,751


$70,313 + $524,905 +$126,847 + $72,751

$794,816



Status : Original


Original Current
















Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.4 * 2738635.28 / 60 * 25 *1.15

$524,905


0.4 * 2904 * 65.52 / 15 * 25 $126,847


0.4 * 436504.07 / 60 * 25 $72,751


$35,156 + $524,905 +$126,847 + $72,751

$759,659



Status : Original


Original Current






0.60 MI W OF MC KNIGHT RD TOMCKNIGHT RD

Termini 0.60 MI W OF MC KNIGHT RD TOMCKNIGHT RD










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.6 * 4225495.41 / 60 * 25 *1.15

$1,214,830


0.6 * 3696 * 65.52 / 15 * 25 $242,162


0.6 * 566370.18 / 60 * 25 $141,593


$35,156 + $1,214,830 +$242,162 + $141,593

$1,633,741



Status : Original


Original Current






MC KNIGHT RD. TO EAST CO. LINE Termini MC KNIGHT RD. TO EAST CO. LINE










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


1.04 * 2738635.28 / 60 * 25* 1.15

$1,364,753


1.04 * 2904 * 65.52 / 15 * 25 $329,801


1.04 * 436504.07 / 60 * 25 $189,152


$70,313 + $1,364,753 +$329,801 + $189,152

$1,954,019



Status : Original


Original Current






PLATO BLVD. - WATER ST. TOOHIO ST.

Termini PLATO BLVD. - WATER ST. TOOHIO ST.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 2738635.28 / 60 * 25* 1.15

$183,717


0.14 * 2904 * 65.52 / 15 * 25 $44,396


0.14 * 436504.07 / 60 * 25 $25,463


$0 + $183,717 + $44,396 +$25,463

$253,576



Status : Original


Original Current






OHIO ST TO WABASHA Termini OHIO ST TO WABASHA










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.31 * 2738635.28 / 60 * 25* 1.15

$406,801


0.31 * 2904 * 65.52 / 15 * 25 $98,306


0.31 * 436504.07 / 60 * 25 $56,382


$35,156 + $406,801 +$98,306 + $56,382

$596,645



Status : Original


Original Current






WABASHA TO ROBERT Termini WABASHA TO ROBERT










Comments


Segment Override


Original Current


0.3 Milepoint 0.3


Feature Crossed

Type of Service

Number of Spans

78 Bridge Length 78

12 Bridge Width 12


Comments



Original Current


0.69 Milepoint 0.69


PICKEREL LAKE OUTLET Feature Crossed PICKEREL LAKE OUTLET

Type of Service


14 Culvert Width 14

4 Culvert Height 4




Comments




Computation Result


2 * 56250 / 40 * 25 $70,313


0.25 * 2738635.28 / 60 * 25* 1.15

$328,066


0.25 * 2904 * 65.52 / 15 * 25 $79,279


0.25 * 436504.07 / 60 * 25 $45,469


78 * 12 * 152 / 80 * 25 *1.15

$51,129


24 * 50.00046828 * 15.47 /100 * 25 * 1.15

$5,337

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert

$70,313 + $328,066 +$79,279 + $45,469 +$51,129 + $5,337

$579,593



Status : Original


Original Current






ROBERT TO LAFAYETTE Termini ROBERT TO LAFAYETTE










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.34 * 4225495.41 / 60 * 25* 1.15

$688,404


0.34 * 3696 * 65.52 / 15 * 25 $137,225


0.34 * 566370.18 / 60 * 25 $80,236


$105,469 + $688,404 +$137,225 + $80,236

$1,011,334



Status : Original


Original Current






LAFAYETTE TO FILLMORE AVE Termini LAFAYETTE TO FILLMORE AVE










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.29 * 4225495.41 / 60 * 25* 1.15

$587,168


0.29 * 3696 * 65.52 / 15 * 25 $117,045


0.29 * 566370.18 / 60 * 25 $68,436


$70,313 + $587,168 +$117,045 + $68,436

$842,962



Status : Original


Original Current






FORD PARKWAY - MISSISSIPPIBLVD. TO HOWELL ST.

Termini FORD PARKWAY - MISSISSIPPIBLVD. TO HOWELL ST.










Comments


Segment Override


Original Current


0 Milepoint 0


MISS R & MISS BL Feature Crossed MISS R & MISS BL

Type of Service

5 Number of Spans 5




SHARED W/ HENN CASH 46 (OLDMP 1.780)

Comments SHARED W/ HENN CASH 46 (OLDMP 1.780)




Computation Result


8 * 56250 / 40 * 25 $281,250


0.89 * 4225495.41 / 60 * 25* 1.15

$1,801,998


0.89 * 3696 * 65.52 / 15 * 25 $359,207


0.89 * 566370.18 / 60 * 25 $210,029

Bridge BridgeLength *BridgeWidth * UnitCost /BridgeLifeCycle *StatutoryNeedsYear *DevelopmentCost *PercentOfCost

1523.6 * 83.5 * 138 / 80 * 25* 1.15 * 50%

$3,154,673


$281,250 + $1,801,998 +$359,207 + $210,029 +$3,154,673

$5,807,157



Status : Original


Original Current



BRICK Existing Surface Type BRICK



FORD PARKWAY - HOWELL ST.TO SNELLING AVE.

Termini FORD PARKWAY - HOWELL ST.TO SNELLING AVE.










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.63 * 4225495.41 / 60 * 25* 1.15

$1,275,571


0.63 * 3696 * 65.52 / 15 * 25 $254,270


0.63 * 566370.18 / 60 * 25 $148,672


$70,313 + $1,275,571 +$254,270 + $148,672

$1,748,826



Status : Original


Original Current






T.H. 61 TO MC KNIGHT RD. Termini T.H. 61 TO MC KNIGHT RD.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 1021937.01 / 60 * 25 *1.1

$140,516


0.3 * 2376 * 65.52 / 20 * 25 $58,378


0.3 * 85357.87 / 60 * 25 $10,670


$0 + $140,516 + $58,378 +$10,670

$209,564



Status : Original


Original Current






MC KNIGHT RD. TO W. JCT.STERLING ST.

Termini MC KNIGHT RD. TO W. JCT.STERLING ST.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.52 * 610216.45 / 60 * 25 *1.1

$145,435


0.52 * 2112 * 65.52 / 20 * 25 $89,946


0.52 * 27775.28 / 60 * 25 $6,018


$0 + $145,435 + $89,946 +$6,018

$241,399



Status : Original


Original Current






W. JCT. STERLING ST. TO EASTCO LINE.

Termini W. JCT. STERLING ST. TO EASTCO LINE.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 610216.45 / 60 * 25 *1.1

$139,841


0.5 * 2112 * 65.52 / 20 * 25 $86,486


0.5 * 27775.28 / 60 * 25 $5,787


$0 + $139,841 + $86,486 +$5,787

$232,114



Status : Original


Original Current






COUNTY ROAD D TO 0.10 MI N. Termini COUNTY ROAD D TO 0.10 MI N.










Comments


Segment Override


Original Current




CP RAIL Feature Crossed CP RAIL

Type of Service

Number of Spans




Comments




Computation Result


1 * 56250 / 40 * 25 $35,156


0.1 * 4225495.41 / 60 * 25 *1.15

$202,472


0.1 * 3696 * 65.52 / 15 * 25 $40,360


0.1 * 566370.18 / 60 * 25 $23,599


139.6 * 84.6 * 152 / 80 * 25* 1.15

$645,130


$35,156 + $202,472 +$40,360 + $23,599 +$645,130

$946,717



Status : Original


Original Current






0.101 MI N. OF CO. RD. D TOSILVER LANE

Termini 0.101 MI N. OF CO. RD. D TOSILVER LANE










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.4 * 4225495.41 / 60 * 25 *1.15

$809,887


0.4 * 3696 * 65.52 / 15 * 25 $161,441


0.4 * 566370.18 / 60 * 25 $94,395


$105,469 + $809,887 +$161,441 + $94,395

$1,171,192



Status : Original


Original Current






SILVER LANE TO O.25 MI N Termini SILVER LANE TO O.25 MI N










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.25 * 4225495.41 / 60 * 25* 1.15

$506,179


0.25 * 3696 * 65.52 / 15 * 25 $100,901


0.25 * 566370.18 / 60 * 25 $58,997


$35,156 + $506,179 +$100,901 + $58,997

$701,233



Status : Original


Original Current






0.25 MI N OF SILVER LANE TO CORD E

Termini 0.25 MI N OF SILVER LANE TO CORD E










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.25 * 4225495.41 / 60 * 25* 1.15

$506,179


0.25 * 3696 * 65.52 / 15 * 25 $100,901


0.25 * 566370.18 / 60 * 25 $58,997


$105,469 + $506,179 +$100,901 + $58,997

$771,546



Status : Original


Original Current


1 Segment Length 1




CO RD E TO I 694 Termini CO RD E TO I 694










Comments


Segment Override



Computation Result


9 * 56250 / 40 * 25 $316,406


1 * 5259942.61 / 60 * 25 *1.15

$2,520,389


1 * 4488 * 65.52 / 15 * 25 $490,090


1 * 883293.09 / 60 * 25 $368,039


$316,406 + $2,520,389 +$490,090 + $368,039

$3,694,924



Status : Original


Original Current






I 694 TO 15TH ST NW Termini I 694 TO 15TH ST NW










Comments


Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


0.69 * 5259942.61 / 60 * 25* 1.15

$1,739,069


0.69 * 4488 * 65.52 / 15 * 25 $338,162


0.69 * 883293.09 / 60 * 25 $253,947


$210,938 + $1,739,069 +$338,162 + $253,947

$2,542,116



Status : Original


Original Current






SILVER LAKE RD. 15TH ST NW TO650 FT N OF MISSISSIPPI ST.

Termini SILVER LAKE RD. 15TH ST NW TO650 FT N OF MISSISSIPPI ST.










Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.96 * 4225495.41 / 60 * 25* 1.15

$1,943,728


0.96 * 3696 * 65.52 / 15 * 25 $387,459


0.96 * 566370.18 / 60 * 25 $226,548


$140,625 + $1,943,728 +$387,459 + $226,548

$2,698,360



Status : Original


Original Current






SILVER LAKE RD. 650 FT N OFMISSISSIPPI TO CO.RD. H

Termini SILVER LAKE RD. 650 FT N OFMISSISSIPPI TO CO.RD. H












Segment Override


Original Current


3.66 Milepoint 3.66



Type of Service


10 Culvert Width 10

6 Culvert Height 6




Comments



Status: Original

Original Current



463571X USDOT Number 463571X


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


1 * 56250 / 40 * 25 $35,156


0.23 * 4225495.41 / 60 * 25* 1.15

$465,685


0.23 * 3696 * 65.52 / 15 * 25 $92,829


0.23 * 566370.18 / 60 * 25 $54,277


64 * 180.00039414 * 15.47 /100 * 25 * 1.15

$51,237


275000 / 25 * 25 $275,000


60 * 1350 / 25 * 25 $81,000

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Culvert + RR CrossingProtection + RR CrossingSurface

$35,156 + $465,685 +$92,829 + $54,277 +$51,237 + $275,000 +$81,000

$1,055,184



Status : Original


Original Current






SILVER LAKE RD. CO RD H TO CORD H2

Termini SILVER LAKE RD. CO RD H TO CORD H2












Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 2738635.28 / 60 * 25 *1.15

$656,131


0.5 * 2904 * 65.52 / 15 * 25 $158,558


0.5 * 436504.07 / 60 * 25 $90,938


$35,156 + $656,131 +$158,558 + $90,938

$940,783



Status : Original


Original Current






SILVER LAKE RD. CO RD H2 TOCO RD I

Termini SILVER LAKE RD. CO RD H2 TOCO RD I












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2738635.28 / 60 * 25 *1.15

$656,131


0.5 * 2904 * 65.52 / 15 * 25 $158,558


0.5 * 436504.07 / 60 * 25 $90,938


$0 + $656,131 + $158,558+ $90,938

$905,627



Status : Original


Original Current






CO. RD. I TO CSAH 10 Termini CO. RD. I TO CSAH 10










2013 SP 062-644-033 SIGNALSYSTEM @ CSAH 10

CONST. SAP 62-644-029

Comments 2013 SP 062-644-033 SIGNALSYSTEM @ CSAH 10

CONST. SAP 62-644-029


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.2 * 2738635.28 / 60 * 25 *1.15

$262,453


0.2 * 2904 * 65.52 / 15 * 25 $63,423


0.2 * 436504.07 / 60 * 25 $36,375


$35,156 + $262,453 +$63,423 + $36,375

$397,407



Status : Original


Original Current






10TH ST NW TO FAI 694 Termini 10TH ST NW TO FAI 694










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 4225495.41 / 60 * 25 *1.15

$404,943


0.2 * 3696 * 65.52 / 15 * 25 $80,721


0.2 * 566370.18 / 60 * 25 $47,198


$0 + $404,943 + $80,721 +$47,198

$532,862



Status : Original


Original Current






FAI 694 TO 14 TH ST NW Termini FAI 694 TO 14 TH ST NW










Comments


Segment Override


Original Current


0.65 Milepoint 0.65



Type of Service


10 Culvert Width 10

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.67 * 2738635.28 / 60 * 25* 1.15

$879,216


0.67 * 2904 * 65.52 / 15 * 25 $212,468


0.67 * 436504.07 / 60 * 25 $121,857


91 * 99.99986017 * 15.47 /100 * 25 * 1.15

$40,473


$0 + $879,216 + $212,468+ $121,857 + $40,473

$1,254,014



Status : Original


Original Current






14TH ST NW TO 19TH ST NW Termini 14TH ST NW TO 19TH ST NW










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 2738635.28 / 60 * 25 *1.15

$918,584


0.7 * 2904 * 65.52 / 15 * 25 $221,982


0.7 * 436504.07 / 60 * 25 $127,314


$0 + $918,584 + $221,982+ $127,314

$1,267,880



Status : Original


Original Current






19TH ST NW TO NO LIMS NEWBRIGHTON

Termini 19TH ST NW TO NO LIMS NEWBRIGHTON










Comments


Segment Override


Original Current


1.75 Milepoint 1.75




1 Number of Spans 1

47 Bridge Length 47



Comments



Status: Original

Original Current



463546P USDOT Number 463546P


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.98 * 2738635.28 / 60 * 25* 1.15

$1,286,017


0.98 * 2904 * 65.52 / 15 * 25 $310,774


0.98 * 436504.07 / 60 * 25 $178,239


47 * 52.8 * 152 / 80 * 25 *1.15

$135,557


1500 / 25 * 25 $1,500


57 * 1350 / 25 * 25 $76,950

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + RR CrossingProtection + RR CrossingSurface

$0 + $1,286,017 + $310,774+ $178,239 + $135,557 +$1,500 + $76,950

$1,989,037



Status : Original


Original Current






SOUTH LIMITS OF MOUNDSVIEWTO CO. RD. H2

Termini SOUTH LIMITS OF MOUNDSVIEWTO CO. RD. H2










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2738635.28 / 60 * 25 *1.15

$656,131


0.5 * 2904 * 65.52 / 15 * 25 $158,558


0.5 * 436504.07 / 60 * 25 $90,938


$0 + $656,131 + $158,558+ $90,938

$905,627



Status : Original


Original Current






CO. RD. H2 TO T.H. 10 Termini CO. RD. H2 TO T.H. 10










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.29 * 2738635.28 / 60 * 25* 1.15

$380,556


0.29 * 2904 * 65.52 / 15 * 25 $91,964


0.29 * 436504.07 / 60 * 25 $52,744


$35,156 + $380,556 +$91,964 + $52,744

$560,420



Status : Original


Original Current






TH 10 TO CO. RD. I Termini TH 10 TO CO. RD. I










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.21 * 2738635.28 / 60 * 25* 1.15

$275,575


0.21 * 2904 * 65.52 / 15 * 25 $66,595


0.21 * 436504.07 / 60 * 25 $38,194


$35,156 + $275,575 +$66,595 + $38,194

$415,520



Status : Original


Original Current






CO. RD. I TO 1.26 MI NORTH Termini CO. RD. I TO 1.26 MI NORTH










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.26 * 2738635.28 / 60 * 25* 1.15

$1,653,451


1.26 * 2904 * 65.52 / 15 * 25 $399,567


1.26 * 436504.07 / 60 * 25 $229,165


$0 + $1,653,451 + $399,567+ $229,165

$2,282,183



Status : Original


Original Current






1.26 MILES NORTH OF CO. RD. ITO AIRPORT RD

Termini 1.26 MILES NORTH OF CO. RD. ITO AIRPORT RD










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 2738635.28 / 60 * 25* 1.15

$301,820


0.23 * 2904 * 65.52 / 15 * 25 $72,937


0.23 * 436504.07 / 60 * 25 $41,832


$0 + $301,820 + $72,937 +$41,832

$416,589



Status : Original


Original Current






AIRPORT RD - FROM LONG LAKERD TO 85TH AVE NE

Termini AIRPORT RD - FROM LONG LAKERD TO 85TH AVE NE










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.03 * 4225495.41 / 60 * 25* 1.15

$60,741


0.03 * 3696 * 65.52 / 15 * 25 $12,108


0.03 * 566370.18 / 60 * 25 $7,080


$35,156 + $60,741 +$12,108 + $7,080

$115,085



Status : Original


Original Current






EDGECUMBE RD. - MUNSTERAVE. TO ST. PAUL AVE.

Termini EDGECUMBE RD. - MUNSTERAVE. TO ST. PAUL AVE.










Comments


Segment Override


Status: Original

Original Current


379589E USDOT Number 379589E


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


3 * 56250 / 40 * 25 $105,469


0.3 * 4225495.41 / 60 * 25 *1.15

$607,415


0.3 * 3696 * 65.52 / 15 * 25 $121,081


0.3 * 566370.18 / 60 * 25 $70,796


275000 / 25 * 25 $275,000


54 * 1350 / 25 * 25 $72,900


$105,469 + $607,415 +$121,081 + $70,796 +$275,000 + $72,900

$1,252,661



Status : Original


Original Current






ST. PAUL AVE. - CLEVELAND AVE.TO MONTREAL AVE.

Termini ST. PAUL AVE. - CLEVELAND AVE.TO MONTREAL AVE.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 2738635.28 / 60 * 25 *1.15

$393,679


0.3 * 2904 * 65.52 / 15 * 25 $95,135


0.3 * 436504.07 / 60 * 25 $54,563


$0 + $393,679 + $95,135 +$54,563

$543,377



Status : Original


Original Current






ST. PAUL AVE. - MONTREAL AVE.TO DOROTHEA AVE.

Termini ST. PAUL AVE. - MONTREAL AVE.TO DOROTHEA AVE.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.52 * 2738635.28 / 60 * 25* 1.15

$682,377


0.52 * 2904 * 65.52 / 15 * 25 $164,901


0.52 * 436504.07 / 60 * 25 $94,576


$0 + $682,377 + $164,901+ $94,576

$941,854



Status : Original


Original Current






ST. PAUL AVE. - DOROTHEA AVE.TO EDGECUMBE RD.

Termini ST. PAUL AVE. - DOROTHEA AVE.TO EDGECUMBE RD.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.18 * 2738635.28 / 60 * 25* 1.15

$236,207


0.18 * 2904 * 65.52 / 15 * 25 $57,081


0.18 * 436504.07 / 60 * 25 $32,738


$35,156 + $236,207 +$57,081 + $32,738

$361,182



Status : Original


Original Current






ST PAUL AVE TO FORD PKWY Termini ST PAUL AVE TO FORD PKWY










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.11 * 4225495.41 / 60 * 25* 1.15

$222,719


0.11 * 3696 * 65.52 / 15 * 25 $44,396


0.11 * 566370.18 / 60 * 25 $25,959


$35,156 + $222,719 +$44,396 + $25,959

$328,230



Status : Original


Original Current






FORD PKWY TO RANDOLPH AVE Termini FORD PKWY TO RANDOLPH AVE










Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.65 * 4225495.41 / 60 * 25* 1.15

$1,316,066


0.65 * 3696 * 65.52 / 15 * 25 $262,342


0.65 * 566370.18 / 60 * 25 $153,392


$140,625 + $1,316,066 +$262,342 + $153,392

$1,872,425



Status : Original


Original Current


1 Segment Length 1




RANDOLPH TO SUMMIT AVE Termini RANDOLPH TO SUMMIT AVE










Comments


Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


1 * 2738635.28 / 60 * 25 *1.15

$1,312,263


1 * 2904 * 65.52 / 15 * 25 $317,117


1 * 436504.07 / 60 * 25 $181,877


$210,938 + $1,312,263 +$317,117 + $181,877

$2,022,195



Status : Original


Original Current






SUMMIT AVE. TO MARSHALL AVE. Termini SUMMIT AVE. TO MARSHALL AVE.










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.5 * 2738635.28 / 60 * 25 *1.15

$656,131


0.5 * 2904 * 65.52 / 15 * 25 $158,558


0.5 * 436504.07 / 60 * 25 $90,938


$70,313 + $656,131 +$158,558 + $90,938

$975,940



Status : Original


Original Current






MARSHALL AVE. TO ST.ANTHONY AVE.

Termini MARSHALL AVE. TO ST.ANTHONY AVE.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.37 * 2738635.28 / 60 * 25* 1.15

$485,537


0.37 * 2904 * 65.52 / 15 * 25 $117,333


0.37 * 436504.07 / 60 * 25 $67,294


$35,156 + $485,537 +$117,333 + $67,294

$705,320



Status : Original


Original Current






RAYMOND AVE. - UNIVERSITYAVE. TO BNSF RAILROADCROSSING.

Termini RAYMOND AVE. - UNIVERSITYAVE. TO BNSF RAILROADCROSSING.












Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.59 * 2738635.28 / 60 * 25* 1.15

$774,235


0.59 * 2904 * 65.52 / 15 * 25 $187,099


0.59 * 436504.07 / 60 * 25 $107,307


$105,469 + $774,235 +$187,099 + $107,307

$1,174,110



Status : Original


Original Current






RAYMOND AVE. - FROM BNSFRAILROAD CROSSING TO COMOAVE.

Termini RAYMOND AVE. - FROM BNSFRAILROAD CROSSING TO COMOAVE.










Comments


Segment Override


Original Current


5.76 Milepoint 5.76


Feature Crossed

Type of Service

0 Number of Spans 0


27 Bridge Width 27


Comments




Computation Result


3 * 56250 / 40 * 25 $105,469


0.56 * 4225495.41 / 60 * 25* 1.15

$1,133,841


0.56 * 3696 * 65.52 / 15 * 25 $226,018


0.56 * 566370.18 / 60 * 25 $132,153


75.8 * 27 * 152 / 80 * 25 *1.15

$111,796


$105,469 + $1,133,841 +$226,018 + $132,153 +$111,796

$1,709,277



Status : Original


Original Current






RAYMOND AVE. - COMO AVE. TOSCUDDER ST.

Termini RAYMOND AVE. - COMO AVE. TOSCUDDER ST.










2010 OVERLAY WITH LOCALFUNDS

Comments 2010 OVERLAY WITH LOCALFUNDS


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.1 * 2738635.28 / 60 * 25 *1.15

$131,226


0.1 * 2904 * 65.52 / 15 * 25 $31,712


0.1 * 436504.07 / 60 * 25 $18,188


$35,156 + $131,226 +$31,712 + $18,188

$216,282



Status : Original


Original Current






OTTER LAKE ROAD TO 0.17 MI E Termini OTTER LAKE ROAD TO 0.17 MI E











Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.17 * 4225495.41 / 60 * 25* 1.15

$344,202


0.17 * 3696 * 65.52 / 15 * 25 $68,613


0.17 * 566370.18 / 60 * 25 $40,118


$35,156 + $344,202 +$68,613 + $40,118

$488,089



Status : Original


Original Current






0.17 MI E OF OTTER LAKE ROADTO T H 61

Termini 0.17 MI E OF OTTER LAKE ROADTO T H 61











Comments


Segment Override


Status: Original

Original Current


082816H USDOT Number 082816H


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


1 * 56250 / 40 * 25 $35,156


0.81 * 4225495.41 / 60 * 25* 1.15

$1,640,020


0.81 * 3696 * 65.52 / 15 * 25 $326,919


0.81 * 566370.18 / 60 * 25 $191,150


275000 / 25 * 25 $275,000


99 * 1350 / 25 * 25 $133,650


$35,156 + $1,640,020 +$326,919 + $191,150 +$275,000 + $133,650

$2,601,895



Status : Original


Original Current






LAKE JOHANNA BLVD. - CO. RD. DTO STOWE AVE.

Termini LAKE JOHANNA BLVD. - CO. RD. DTO STOWE AVE.













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2738635.28 / 60 * 25 *1.15

$656,131


0.5 * 2904 * 65.52 / 15 * 25 $158,558


0.5 * 436504.07 / 60 * 25 $90,938


$0 + $656,131 + $158,558+ $90,938

$905,627



Status : Original


Original Current






LAKE JOHANNA BLVD. - STOWEAVE. TO CO. RD. E

Termini LAKE JOHANNA BLVD. - STOWEAVE. TO CO. RD. E













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 2738635.28 / 60 * 25 *1.15

$393,679


0.3 * 2904 * 65.52 / 15 * 25 $95,135


0.3 * 436504.07 / 60 * 25 $54,563


$0 + $393,679 + $95,135 +$54,563

$543,377



Status : Original


Original Current






LAKE JOHANNA BLVD. - CO. RD. ETO 0.3 MI NE

Termini LAKE JOHANNA BLVD. - CO. RD. ETO 0.3 MI NE













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 1021937.01 / 60 * 25 *1.1

$140,516


0.3 * 2376 * 65.52 / 20 * 25 $58,378


0.3 * 85357.87 / 60 * 25 $10,670


$0 + $140,516 + $58,378 +$10,670

$209,564



Status : Original


Original Current






LAKE JOHANNA BLVD. - 0.3 M NWOF CO RD E TO SNELLING AVE

Termini LAKE JOHANNA BLVD. - 0.3 M NWOF CO RD E TO SNELLING AVE













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.45 * 1021937.01 / 60 * 25* 1.1

$210,775


0.45 * 2376 * 65.52 / 20 * 25 $87,567


0.45 * 85357.87 / 60 * 25 $16,005


$0 + $210,775 + $87,567 +$16,005

$314,347



Status : Original


Original Current






CLEVELAND AVE. - SCUDDER ST.TO 0.32 MI N

Termini CLEVELAND AVE. - SCUDDER ST.TO 0.32 MI N













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.32 * 2738635.28 / 60 * 25* 1.15

$419,924


0.32 * 2904 * 65.52 / 15 * 25 $101,477


0.32 * 436504.07 / 60 * 25 $58,201


$0 + $419,924 + $101,477+ $58,201

$579,602



Status : Original


Original Current






0.32 MI NO OF SCUDDER TO HOYT Termini 0.32 MI NO OF SCUDDER TO HOYT













Segment Override


Original Current




BNSF RR & MC RY YARDS Feature Crossed BNSF RR & MC RY YARDS

Type of Service

Number of Spans




Comments




Computation Result


2 * 56250 / 40 * 25 $70,313


0.32 * 1996892.57 / 60 * 25* 1.1

$292,878


0.32 * 3564 * 65.52 / 20 * 25 $93,405


0.32 * 181173.68 / 60 * 25 $24,156


403.9 * 62.3 * 138 / 80 * 25* 1.15

$1,247,926


$70,313 + $292,878 +$93,405 + $24,156 +$1,247,926

$1,728,678



Status : Original


Original Current






HOYT AVE. TO LARPENTEUR AVE. Termini HOYT AVE. TO LARPENTEUR AVE.













Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.3 * 1996892.57 / 60 * 25 *1.1

$274,573


0.3 * 3564 * 65.52 / 20 * 25 $87,567


0.3 * 181173.68 / 60 * 25 $22,647


$35,156 + $274,573 +$87,567 + $22,647

$419,943



Status : Original


Original Current






LARPENTEUR AVE. TOROSELAWN AVE.

Termini LARPENTEUR AVE. TOROSELAWN AVE.










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


$70,313 + $1,012,358 +$201,802 + $117,994

$1,402,467



Status : Original


Original Current






ROSELAWN AVE. TO CO. RD. B Termini ROSELAWN AVE. TO CO. RD. B










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


$70,313 + $1,012,358 +$201,802 + $117,994

$1,402,467



Status : Original


Original Current






W. COUNTY ROAD B2 TOOAKCREST AVENUE ONCLEVELAND AVE.

Termini W. COUNTY ROAD B2 TOOAKCREST AVENUE ONCLEVELAND AVE.










SURFACED UNDER SAP 62-646-21.2010.

Comments SURFACED UNDER SAP 62-646-21.2010.


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.22 * 2738635.28 / 60 * 25* 1.15

$288,698


0.22 * 2904 * 65.52 / 15 * 25 $69,766


0.22 * 436504.07 / 60 * 25 $40,013


$35,156 + $288,698 +$69,766 + $40,013

$433,633



Status : Original


Original Current






OAKCREST AVENUE TO COUNTYROAD C ON CLEVELAND AVE.

Termini OAKCREST AVENUE TO COUNTYROAD C ON CLEVELAND AVE.










SURFACED UNDER SAP 62-646-21.2010.

Comments SURFACED UNDER SAP 62-646-21.2010.


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.16 * 2738635.28 / 60 * 25* 1.15

$209,962


0.16 * 2904 * 65.52 / 15 * 25 $50,739


0.16 * 436504.07 / 60 * 25 $29,100


$35,156 + $209,962 +$50,739 + $29,100

$324,957



Status : Original


Original Current






CO. RD C TO CO. RD. D Termini CO. RD C TO CO. RD. D










Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


1.06 * 2738635.28 / 60 * 25* 1.15

$1,390,999


1.06 * 2904 * 65.52 / 15 * 25 $336,144


1.06 * 436504.07 / 60 * 25 $192,789


$140,625 + $1,390,999 +$336,144 + $192,789

$2,060,557



Status : Original


Original Current






CO. RD. D TO 0.06 MI N Termini CO. RD. D TO 0.06 MI N










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.06 * 1021937.01 / 60 * 25* 1.1

$28,103


0.06 * 2376 * 65.52 / 20 * 25 $11,676


0.06 * 85357.87 / 60 * 25 $2,134


$35,156 + $28,103 +$11,676 + $2,134

$77,069



Status : Original


Original Current






0.06 M N TO 0.25 M N OF CO RD D Termini 0.06 M N TO 0.25 M N OF CO RD D










SURFACED 2009 SAP 62-646-20 Comments SURFACED 2009 SAP 62-646-20


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.19 * 1021937.01 / 60 * 25* 1.1

$88,994


0.19 * 2376 * 65.52 / 20 * 25 $36,973


0.19 * 85357.87 / 60 * 25 $6,757


$0 + $88,994 + $36,973 +$6,757

$132,724



Status : Original


Original Current






0.25 TO 0.50 M N OF CO. RD. D Termini 0.25 TO 0.50 M N OF CO. RD. D










SURFACED 2009, SAP 62-646-20 Comments SURFACED 2009, SAP 62-646-20


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 1021937.01 / 60 * 25* 1.1

$117,097


0.25 * 2376 * 65.52 / 20 * 25 $48,649


0.25 * 85357.87 / 60 * 25 $8,891


$0 + $117,097 + $48,649 +$8,891

$174,637



Status : Original


Original Current






0.5 MI N OF CO. RD. D TO 1ST STSE

Termini 0.5 MI N OF CO. RD. D TO 1ST STSE












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.47 * 1021937.01 / 60 * 25* 1.1

$220,142


0.47 * 2376 * 65.52 / 20 * 25 $91,459


0.47 * 85357.87 / 60 * 25 $16,716


$0 + $220,142 + $91,459 +$16,716

$328,317



Status : Original


Original Current






FROM 1ST ST SE TO THOM DRIVE Termini FROM 1ST ST SE TO THOM DRIVE










Comments


Segment Override


Original Current


11.298 Milepoint 11.298




1 Number of Spans 1




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.27 * 2738635.28 / 60 * 25* 1.15

$354,311


0.27 * 2904 * 65.52 / 15 * 25 $85,622


0.27 * 436504.07 / 60 * 25 $49,107


46.9 * 48.8 * 152 / 80 * 25 *1.15

$125,021


$0 + $354,311 + $85,622 +$49,107 + $125,021

$614,061



Status : Original


Original Current






CLEVELAND FROM THOM DRIVETO CO RD E2

Termini CLEVELAND FROM THOM DRIVETO CO RD E2












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.27 * 1021937.01 / 60 * 25* 1.1

$126,465


0.27 * 2376 * 65.52 / 20 * 25 $52,540


0.27 * 85357.87 / 60 * 25 $9,603


$0 + $126,465 + $52,540 +$9,603

$188,608



Status : Original


Original Current






5 TH. AVE. NW - CO.RD. E2 TOOLD HIGHWAY 8

Termini 5 TH. AVE. NW - CO.RD. E2 TOOLD HIGHWAY 8










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.22 * 2738635.28 / 60 * 25* 1.15

$288,698


0.22 * 2904 * 65.52 / 15 * 25 $69,766


0.22 * 436504.07 / 60 * 25 $40,013


$35,156 + $288,698 +$69,766 + $40,013

$433,633



Status : Original


Original Current






CO. RD. D TO STOWE AVE. Termini CO. RD. D TO STOWE AVE.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 1021937.01 / 60 * 25 *1.1

$281,033


0.6 * 2376 * 65.52 / 20 * 25 $116,757


0.6 * 85357.87 / 60 * 25 $21,339


$0 + $281,033 + $116,757+ $21,339

$419,129



Status : Original


Original Current






STOWE AVE. TO 0.25 MI N Termini STOWE AVE. TO 0.25 MI N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 1021937.01 / 60 * 25* 1.1

$117,097


0.25 * 2376 * 65.52 / 20 * 25 $48,649


0.25 * 85357.87 / 60 * 25 $8,891


$0 + $117,097 + $48,649 +$8,891

$174,637



Status : Original


Original Current






0.25 TO 0.50 MI N OF STOWE AVE. Termini 0.25 TO 0.50 MI N OF STOWE AVE.










Comments


Segment Override


Original Current


1.09 Milepoint 1.09


Feature Crossed

Type of Service

0 Number of Spans 0

80 Bridge Length 80



Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 1021937.01 / 60 * 25* 1.1

$117,097


0.25 * 2376 * 65.52 / 20 * 25 $48,649


0.25 * 85357.87 / 60 * 25 $8,891


80 * 26.3 * 152 / 80 * 25 *1.15

$114,931


$0 + $117,097 + $48,649 +$8,891 + $114,931

$289,568



Status : Original


Original Current






0.50 MI S TO CO. RD. E2 Termini 0.50 MI S TO CO. RD. E2










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1021937.01 / 60 * 25 *1.1

$234,194


0.5 * 2376 * 65.52 / 20 * 25 $97,297


0.5 * 85357.87 / 60 * 25 $17,783


$0 + $234,194 + $97,297 +$17,783

$349,274



Status : Original


Original Current

















Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 1021937.01 / 60 * 25 *1.1

$234,194


0.5 * 2376 * 65.52 / 20 * 25 $97,297


0.5 * 85357.87 / 60 * 25 $17,783


$35,156 + $234,194 +$97,297 + $17,783

$384,430



Status : Original


Original Current
















Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 1021937.01 / 60 * 25 *1.1

$234,194


0.5 * 2376 * 65.52 / 20 * 25 $97,297


0.5 * 85357.87 / 60 * 25 $17,783


$35,156 + $234,194 +$97,297 + $17,783

$384,430



Status : Original


Original Current






CO. RD. B TO N ENT/EXIT RAMPT.H. 36

Termini CO. RD. B TO N ENT/EXIT RAMPT.H. 36










Comments


Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


0.44 * 4225495.41 / 60 * 25* 1.15

$890,875


0.44 * 3696 * 65.52 / 15 * 25 $177,585


0.44 * 566370.18 / 60 * 25 $103,835


$210,938 + $890,875 +$177,585 + $103,835

$1,383,233



Status : Original


Original Current






N ENT./EXIT RAMP T.H. 36 TO CO.RD. B2

Termini N ENT./EXIT RAMP T.H. 36 TO CO.RD. B2










Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.19 * 5259942.61 / 60 * 25* 1.15

$478,874


0.19 * 4488 * 65.52 / 15 * 25 $93,117


0.19 * 883293.09 / 60 * 25 $69,927


$140,625 + $478,874 +$93,117 + $69,927

$782,543



Status : Original


Original Current






CO RD B-2 TO CO. RD. C Termini CO RD B-2 TO CO. RD. C










Comments


Segment Override


Status: Original

Original Current



061346U USDOT Number 061346U


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


2 * 56250 / 40 * 25 $70,313


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


1500 / 25 * 25 $1,500


106 * 1350 / 25 * 25 $143,100


$70,313 + $1,012,358 +$201,802 + $117,994 +$1,500 + $143,100

$1,547,067



Status : Original


Original Current






CO. RD. C TO CO. RD. C2 Termini CO. RD. C TO CO. RD. C2










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 2738635.28 / 60 * 25 *1.15

$656,131


0.5 * 2904 * 65.52 / 15 * 25 $158,558


0.5 * 436504.07 / 60 * 25 $90,938


$35,156 + $656,131 +$158,558 + $90,938

$940,783



Status : Original


Original Current






CO RD C-2 TO CO. RD. D Termini CO RD C-2 TO CO. RD. D










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2738635.28 / 60 * 25 *1.15

$656,131


0.5 * 2904 * 65.52 / 15 * 25 $158,558


0.5 * 436504.07 / 60 * 25 $90,938


$0 + $656,131 + $158,558+ $90,938

$905,627



Status : Original


Original Current






UNIVERSITY TO SYCAMORE ST. Termini UNIVERSITY TO SYCAMORE ST.











Comments


Segment Override


Original Current





Type of Service

Number of Spans




Comments




Computation Result


6 * 56250 / 40 * 25 $210,938


0.62 * 4225495.41 / 60 * 25* 1.15

$1,255,324


0.62 * 3696 * 65.52 / 15 * 25 $250,234


0.62 * 566370.18 / 60 * 25 $146,312


295.2 * 66.3 * 138 / 80 * 25* 1.15

$970,637


$210,938 + $1,255,324 +$250,234 + $146,312 +$970,637

$2,833,445



Status : Original


Original Current






SYCAMORE ST TO FRONT ST Termini SYCAMORE ST TO FRONT ST











Comments


Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


0.37 * 4225495.41 / 60 * 25* 1.15

$749,145


0.37 * 3696 * 65.52 / 15 * 25 $149,333


0.37 * 566370.18 / 60 * 25 $87,315


$210,938 + $749,145 +$149,333 + $87,315

$1,196,731



Status : Original


Original Current






FRONT ST TO MARYLAND AVE Termini FRONT ST TO MARYLAND AVE











Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.49 * 4225495.41 / 60 * 25* 1.15

$992,111


0.49 * 3696 * 65.52 / 15 * 25 $197,766


0.49 * 566370.18 / 60 * 25 $115,634


$140,625 + $992,111 +$197,766 + $115,634

$1,446,136



Status : Original


Original Current






MARYLAND AVE TO ARLINGTONAVE.

Termini MARYLAND AVE TO ARLINGTONAVE.











Comments


Segment Override


Original Current





Type of Service

Number of Spans




Comments




Computation Result


2 * 56250 / 40 * 25 $70,313


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


143 * 62.3 * 152 / 80 * 25 *1.15

$486,649


$70,313 + $1,012,358 +$201,802 + $117,994 +$486,649

$1,889,116



Status : Original


Original Current






FROM: HWY 49 - ARLINGTON AVETO LARPENTEUR AVE.

Termini FROM: HWY 49 - ARLINGTON AVETO LARPENTEUR AVE.











Comments


Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


$210,938 + $1,012,358 +$201,802 + $117,994

$1,543,092



Status : Original


Original Current






LARPENTEUR AVE AVE TOROSELAWN AVE.

Termini LARPENTEUR AVE AVE TOROSELAWN AVE.











Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


$70,313 + $1,012,358 +$201,802 + $117,994

$1,402,467



Status : Original


Original Current






RICE ST - ROSELAWN AVE TO 680'S OF CO RD B.

Termini RICE ST - ROSELAWN AVE TO 680'S OF CO RD B.











TB, NOT ELIGIBLE FORCOMPLETE NEEDS THEREFORECURB & GUTTER REMOVED. 2010MPK

Comments TB, NOT ELIGIBLE FORCOMPLETE NEEDS THEREFORECURB & GUTTER REMOVED. 2010MPK


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.38 * 4225495.41 / 60 * 25* 1.15

$769,392


0.38 * 3696 * 65.52 / 15 * 25 $153,369


0.38 * 566370.18 / 60 * 25 $89,675


$35,156 + $769,392 +$153,369 + $89,675

$1,047,592



Status : Original


Original Current






680' S OF CO RD B TO TRANSITAVE

Termini 680' S OF CO RD B TO TRANSITAVE











TB, NOT ELIGIBLE FORCOMPLETE NEEDS THEREFORECURB & GUTTER REMOVED. 2010MPK


Comments TB, NOT ELIGIBLE FORCOMPLETE NEEDS THEREFORECURB & GUTTER REMOVED. 2010MPK



Segment Override



Computation Result


8 * 56250 / 40 * 25 $281,250


0.75 * 5259942.61 / 60 * 25* 1.15

$1,890,292


0.75 * 4488 * 65.52 / 15 * 25 $367,567


0.75 * 883293.09 / 60 * 25 $276,029


$281,250 + $1,890,292 +$367,567 + $276,029

$2,815,138



Status : Original


Original Current






RICE ST - TRANSIT TO CO RD C. Termini RICE ST - TRANSIT TO CO RD C.











TB, NOT ELIGIBLE FORCOMPLETE NEEDS THEREFORECURB & GUTTER REMOVED. 2010M

Comments TB, NOT ELIGIBLE FORCOMPLETE NEEDS THEREFORECURB & GUTTER REMOVED. 2010M


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.37 * 4225495.41 / 60 * 25* 1.15

$749,145


0.37 * 3696 * 65.52 / 15 * 25 $149,333


0.37 * 566370.18 / 60 * 25 $87,315


$35,156 + $749,145 +$149,333 + $87,315

$1,020,949



Status : Original


Original Current






CO RD C TO 0.52 MI N Termini CO RD C TO 0.52 MI N











Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.52 * 4225495.41 / 60 * 25* 1.15

$1,052,853


0.52 * 3696 * 65.52 / 15 * 25 $209,874


0.52 * 566370.18 / 60 * 25 $122,714


$35,156 + $1,052,853 +$209,874 + $122,714

$1,420,597



Status : Original


Original Current






0.52 MI N OF CO RD C TO N LIMSROSEVILLE

Termini 0.52 MI N OF CO RD C TO N LIMSROSEVILLE











OVERLAY 2009 LOCAL $'S Comments OVERLAY 2009 LOCAL $'S


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.52 * 4225495.41 / 60 * 25* 1.15

$1,052,853


0.52 * 3696 * 65.52 / 15 * 25 $209,874


0.52 * 566370.18 / 60 * 25 $122,714


$70,313 + $1,052,853 +$209,874 + $122,714

$1,455,754



Status : Original


Original Current






N LIMS ROSEVILLE TO EASTAWASSO LANE

Termini N LIMS ROSEVILLE TO EASTAWASSO LANE













Segment Override


Original Current




Feature Crossed

Type of Service

Number of Spans




Comments




Computation Result


1 * 56250 / 40 * 25 $35,156


0.07 * 4225495.41 / 60 * 25* 1.15

$141,730


0.07 * 3696 * 65.52 / 15 * 25 $28,252


0.07 * 566370.18 / 60 * 25 $16,519


134.5 * 71.3 * 152 / 80 * 25* 1.15

$523,846


$35,156 + $141,730 +$28,252 + $16,519 +$523,846

$745,503



Status : Original


Original Current






EAST AWASSO LANE TO 0.17 MI N Termini EAST AWASSO LANE TO 0.17 MI N













Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.17 * 4225495.41 / 60 * 25* 1.15

$344,202


0.17 * 3696 * 65.52 / 15 * 25 $68,613


0.17 * 566370.18 / 60 * 25 $40,118


$35,156 + $344,202 +$68,613 + $40,118

$488,089



Status : Original


Original Current






0.17 MI N OF EAST AWASSO LANETO N LIM OF LITTLE CANADA

Termini 0.17 MI N OF EAST AWASSO LANETO N LIM OF LITTLE CANADA













Segment Override


Original Current




Feature Crossed

Type of Service

Number of Spans


22 Bridge Width 22


Comments




Computation Result


2 * 56250 / 40 * 25 $70,313


0.25 * 4225495.41 / 60 * 25* 1.15

$506,179


0.25 * 3696 * 65.52 / 15 * 25 $100,901


0.25 * 566370.18 / 60 * 25 $58,997


315 * 22 * 138 / 80 * 25 *1.15

$343,685


$70,313 + $506,179 +$100,901 + $58,997 +$343,685

$1,080,075



Status : Original


Original Current






NORTH LIM LITTLE CANADA TO0.09 MI N

Termini NORTH LIM LITTLE CANADA TO0.09 MI N











Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.09 * 4225495.41 / 60 * 25* 1.15

$182,224


0.09 * 3696 * 65.52 / 15 * 25 $36,324


0.09 * 566370.18 / 60 * 25 $21,239


$35,156 + $182,224 +$36,324 + $21,239

$274,943



Status : Original


Original Current






0.09 MI N OF N LIM LITTLECANADA TO VADNAIS BLVD.

Termini 0.09 MI N OF N LIM LITTLECANADA TO VADNAIS BLVD.











Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.09 * 4225495.41 / 60 * 25* 1.15

$182,224


0.09 * 3696 * 65.52 / 15 * 25 $36,324


0.09 * 566370.18 / 60 * 25 $21,239


$140,625 + $182,224 +$36,324 + $21,239

$380,412



Status : Original


Original Current






RICE ST. - VADNAIS BLVD. TO 0.15MILE NORTH

Termini RICE ST. - VADNAIS BLVD. TO 0.15MILE NORTH











Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.15 * 1996892.57 / 60 * 25* 1.1

$137,286


0.15 * 3564 * 65.52 / 20 * 25 $43,784


0.15 * 181173.68 / 60 * 25 $11,323


$35,156 + $137,286 +$43,784 + $11,323

$227,549



Status : Original


Original Current






RICE ST - 0.15 MI N OF VADNAISBLVD TO ST MARIE ST

Termini RICE ST - 0.15 MI N OF VADNAISBLVD TO ST MARIE ST











Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.15 * 1996892.57 / 60 * 25* 1.1

$137,286


0.15 * 3564 * 65.52 / 20 * 25 $43,784


0.15 * 181173.68 / 60 * 25 $11,323


$0 + $137,286 + $43,784 +$11,323

$192,393



Status : Original


Original Current






RICE ST. - ST. MARIE ST. TO 0.22MI NORTH

Termini RICE ST. - ST. MARIE ST. TO 0.22MI NORTH











Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.22 * 1996892.57 / 60 * 25* 1.1

$201,353


0.22 * 3564 * 65.52 / 20 * 25 $64,216


0.22 * 181173.68 / 60 * 25 $16,608


$0 + $201,353 + $64,216 +$16,608

$282,177



Status : Original


Original Current






RICE ST - 0.22 MI N OF ST MARIEST TO RUSTIC PLACE

Termini RICE ST - 0.22 MI N OF ST MARIEST TO RUSTIC PLACE











Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.22 * 1996892.57 / 60 * 25* 1.1

$201,353


0.22 * 3564 * 65.52 / 20 * 25 $64,216


0.22 * 181173.68 / 60 * 25 $16,608


$0 + $201,353 + $64,216 +$16,608

$282,177



Status : Original


Original Current






RICE ST. - RUSTIC PL. TO 0.21 MINORTH

Termini RICE ST. - RUSTIC PL. TO 0.21 MINORTH











Comments


Segment Override


Original Current




Feature Crossed

Type of Service

Number of Spans


24 Bridge Width 24


Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.21 * 1996892.57 / 60 * 25* 1.1

$192,201


0.21 * 3564 * 65.52 / 20 * 25 $61,297


0.21 * 181173.68 / 60 * 25 $15,853


161.5 * 24 * 138 / 80 * 25 *1.15

$192,225


$0 + $192,201 + $61,297 +$15,853 + $192,225

$461,576



Status : Original


Original Current






RICE ST - 0.21 MI NO OF RUSTICPLACE TO GRAMSIE RD

Termini RICE ST - 0.21 MI NO OF RUSTICPLACE TO GRAMSIE RD











Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.21 * 1996892.57 / 60 * 25* 1.1

$192,201


0.21 * 3564 * 65.52 / 20 * 25 $61,297


0.21 * 181173.68 / 60 * 25 $15,853


$35,156 + $192,201 +$61,297 + $15,853

$304,507



Status : Original


Original Current






HODGSON RD. - GRAMSIE RD. TOSNAIL LAKE RD.

Termini HODGSON RD. - GRAMSIE RD. TOSNAIL LAKE RD.











Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.95 * 1996892.57 / 60 * 25* 1.1

$869,480


0.95 * 3564 * 65.52 / 20 * 25 $277,297


0.95 * 181173.68 / 60 * 25 $71,715


$70,313 + $869,480 +$277,297 + $71,715

$1,288,805



Status : Original


Original Current






HODGSON RD. - SNAIL LAKE RD.TO 560 FT SOUTH OF HWY 96

Termini HODGSON RD. - SNAIL LAKE RD.TO 560 FT SOUTH OF HWY 96











Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.3 * 1996892.57 / 60 * 25 *1.1

$274,573


0.3 * 3564 * 65.52 / 20 * 25 $87,567


0.3 * 181173.68 / 60 * 25 $22,647


$35,156 + $274,573 +$87,567 + $22,647

$419,943



Status : Original


Original Current






560' S OF HWY 96 TO HWY 96 Termini 560' S OF HWY 96 TO HWY 96











SPLIT THE SEGMENT TO KEEPCORRECT MILEAGE INSHOREVIEW

Comments SPLIT THE SEGMENT TO KEEPCORRECT MILEAGE INSHOREVIEW


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.11 * 1996892.57 / 60 * 25* 1.1

$100,677


0.11 * 3564 * 65.52 / 20 * 25 $32,108


0.11 * 181173.68 / 60 * 25 $8,304


$35,156 + $100,677 +$32,108 + $8,304

$176,245



Status : Original


Original Current






HWY 96 TO 0.13 MI NORTH Termini HWY 96 TO 0.13 MI NORTH











Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.13 * 1996892.57 / 60 * 25* 1.1

$118,982


0.13 * 3564 * 65.52 / 20 * 25 $37,946


0.13 * 181173.68 / 60 * 25 $9,814


$35,156 + $118,982 +$37,946 + $9,814

$201,898



Status : Original


Original Current






HODGSON RD - 0.13 MILES N OF96 TO N LIM SHOREVIEW.

Termini HODGSON RD - 0.13 MILES N OF96 TO N LIM SHOREVIEW.











Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.54 * 4225495.41 / 60 * 25* 1.15

$1,093,347


0.54 * 3696 * 65.52 / 15 * 25 $217,946


0.54 * 566370.18 / 60 * 25 $127,433


$70,313 + $1,093,347 +$217,946 + $127,433

$1,509,039



Status : Original


Original Current






HODGSON RD. - N LIMSHOREVIEW TO BIRCH LN NORTH

Termini HODGSON RD. - N LIMSHOREVIEW TO BIRCH LN NORTH











Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.66 * 4225495.41 / 60 * 25* 1.15

$1,336,313


0.66 * 3696 * 65.52 / 15 * 25 $266,378


0.66 * 566370.18 / 60 * 25 $155,752


$70,313 + $1,336,313 +$266,378 + $155,752

$1,828,756



Status : Original


Original Current






HODGSON RD. - BIRCH LANENORTH TO 0.73 MI S OF COUNTYRD. I

Termini HODGSON RD. - BIRCH LANENORTH TO 0.73 MI S OF COUNTYRD. I











Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 1996892.57 / 60 * 25* 1.1

$64,067


0.07 * 3564 * 65.52 / 20 * 25 $20,432


0.07 * 181173.68 / 60 * 25 $5,284


$0 + $64,067 + $20,432 +$5,284

$89,783



Status : Original


Original Current






HODGSON RD - 0.73 MI S TOCOUNTY RD I

Termini HODGSON RD - 0.73 MI S TOCOUNTY RD I











Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.73 * 1996892.57 / 60 * 25* 1.1

$668,127


0.73 * 3564 * 65.52 / 20 * 25 $213,081


0.73 * 181173.68 / 60 * 25 $55,107


$35,156 + $668,127 +$213,081 + $55,107

$971,471



Status : Original


Original Current






HODGSON RD. - COUNTY RD. I TOCOUNTY RD. J

Termini HODGSON RD. - COUNTY RD. I TOCOUNTY RD. J











SAP 062-030-017BITUMINOUS OVERLAY

Comments SAP 062-030-017BITUMINOUS OVERLAY


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


1.1 * 1996892.57 / 60 * 25 *1.1

$1,006,767


1.1 * 3564 * 65.52 / 20 * 25 $321,081


1.1 * 181173.68 / 60 * 25 $83,038


$70,313 + $1,006,767 +$321,081 + $83,038

$1,481,199



Status : Original


Original Current






LARPENTEUR AVE. TO GARDENAVE.

Termini LARPENTEUR AVE. TO GARDENAVE.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.25 * 2738635.28 / 60 * 25* 1.15

$328,066


0.25 * 2904 * 65.52 / 15 * 25 $79,279


0.25 * 436504.07 / 60 * 25 $45,469


$35,156 + $328,066 +$79,279 + $45,469

$487,970



Status : Original


Original Current






GARDEN AVE TO ROSELAWNAVE.

Termini GARDEN AVE TO ROSELAWNAVE.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 2738635.28 / 60 * 25* 1.15

$328,066


0.25 * 2904 * 65.52 / 15 * 25 $79,279


0.25 * 436504.07 / 60 * 25 $45,469


$0 + $328,066 + $79,279 +$45,469

$452,814



Status : Original


Original Current
















Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 2738635.28 / 60 * 25 *1.15

$656,131


0.5 * 2904 * 65.52 / 15 * 25 $158,558


0.5 * 436504.07 / 60 * 25 $90,938


$35,156 + $656,131 +$158,558 + $90,938

$940,783



Status : Original


Original Current






CO. RD. B TO CO. RD. B2 Termini CO. RD. B TO CO. RD. B2










Comments


Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


$210,938 + $1,012,358 +$201,802 + $117,994

$1,543,092



Status : Original


Original Current






CO. RD. B2 TO CO. RD. C Termini CO. RD. B2 TO CO. RD. C










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.49 * 2738635.28 / 60 * 25* 1.15

$643,009


0.49 * 2904 * 65.52 / 15 * 25 $155,387


0.49 * 436504.07 / 60 * 25 $89,120


$70,313 + $643,009 +$155,387 + $89,120

$957,829



Status : Original


Original Current






CO. RD. C TO JOSEPHINE RD. Termini CO. RD. C TO JOSEPHINE RD.










SURFACED UNDER SAP 62-650-08.4/27/09 MPK

Comments SURFACED UNDER SAP 62-650-08.4/27/09 MPK


Segment Override


Status: Original

Original Current



061355T USDOT Number 061355T


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


1 * 56250 / 40 * 25 $35,156


0.74 * 1996892.57 / 60 * 25* 1.1

$677,279


0.74 * 3564 * 65.52 / 20 * 25 $216,000


0.74 * 181173.68 / 60 * 25 $55,862


1500 / 25 * 25 $1,500


54 * 1350 / 25 * 25 $72,900


$35,156 + $677,279 +$216,000 + $55,862 +$1,500 + $72,900

$1,058,697



Status : Original


Original Current






JOSEPHINE ROAD TO NO LIMROSEVILLE

Termini JOSEPHINE ROAD TO NO LIMROSEVILLE













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.35 * 1021937.01 / 60 * 25* 1.1

$163,936


0.35 * 2376 * 65.52 / 20 * 25 $68,108


0.35 * 85357.87 / 60 * 25 $12,448


$0 + $163,936 + $68,108 +$12,448

$244,492



Status : Original


Original Current






S LIM ARDEN HILLS TO TH 51 Termini S LIM ARDEN HILLS TO TH 51













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.14 * 1021937.01 / 60 * 25* 1.1

$65,574


0.14 * 2376 * 65.52 / 20 * 25 $27,243


0.14 * 85357.87 / 60 * 25 $4,979


$0 + $65,574 + $27,243 +$4,979

$97,796



Status : Original


Original Current






HAMLINE AVE. - FLORAL DR TO0.15 MI NORTH

Termini HAMLINE AVE. - FLORAL DR TO0.15 MI NORTH










RECONSTRUCT WITH FAI 694PROJECT

Comments RECONSTRUCT WITH FAI 694PROJECT


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.26 * 4225495.41 / 60 * 25* 1.15

$526,426


0.26 * 3696 * 65.52 / 15 * 25 $104,937


0.26 * 566370.18 / 60 * 25 $61,357


$140,625 + $526,426 +$104,937 + $61,357

$833,345



Status : Original


Original Current






HAMLINE AVE. - FLORAL DR TOCSAH 96

Termini HAMLINE AVE. - FLORAL DR TOCSAH 96










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.74 * 4225495.41 / 60 * 25* 1.15

$1,498,290


0.74 * 3696 * 65.52 / 15 * 25 $298,666


0.74 * 566370.18 / 60 * 25 $174,631


$35,156 + $1,498,290 +$298,666 + $174,631

$2,006,743



Status : Original


Original Current






CO. RD. I W. BOUND TO CO. RD. IEAST BOUND

Termini CO. RD. I W. BOUND TO CO. RD. IEAST BOUND












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.12 * 1021937.01 / 60 * 25* 1.1

$56,207


0.12 * 2376 * 65.52 / 20 * 25 $23,351


0.12 * 85357.87 / 60 * 25 $4,268


$0 + $56,207 + $23,351 +$4,268

$83,826



Status : Original


Original Current






W 7TH ST TO JAMES Termini W 7TH ST TO JAMES










Comments


Segment Override


Original Current




Feature Crossed


4 Number of Spans 4




Comments




Computation Result


3 * 56250 / 40 * 25 $105,469


1.1 * 4225495.41 / 60 * 25 *1.15

$2,227,188


1.1 * 3696 * 65.52 / 15 * 25 $443,964


1.1 * 566370.18 / 60 * 25 $259,586


265.4 * 58.8 * 138 / 80 * 25* 1.15

$773,936


$105,469 + $2,227,188 +$443,964 + $259,586 +$773,936

$3,810,143



Status : Original


Original Current






JAMES TO LINCOLN Termini JAMES TO LINCOLN










SAP 62-651-046, FORCEACCOUNT,MILL & OVERLAY

Comments SAP 62-651-046, FORCEACCOUNT,MILL & OVERLAY


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.75 * 4225495.41 / 60 * 25* 1.15

$1,518,537


0.75 * 3696 * 65.52 / 15 * 25 $302,702


0.75 * 566370.18 / 60 * 25 $176,991


$140,625 + $1,518,537 +$302,702 + $176,991

$2,138,855



Status : Original


Original Current






LINCOLN TO SELBY Termini LINCOLN TO SELBY










Comments


Segment Override



Computation Result


5 * 56250 / 40 * 25 $175,781


0.53 * 5259942.61 / 60 * 25* 1.15

$1,335,806


0.53 * 4488 * 65.52 / 15 * 25 $259,747


0.53 * 883293.09 / 60 * 25 $195,061


$175,781 + $1,335,806 +$259,747 + $195,061

$1,966,395



Status : Original


Original Current






SELBY TO MARSHALL Termini SELBY TO MARSHALL










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.14 * 5259942.61 / 60 * 25* 1.15

$352,854


0.14 * 4488 * 65.52 / 15 * 25 $68,613


0.14 * 883293.09 / 60 * 25 $51,525


$70,313 + $352,854 +$68,613 + $51,525

$543,305



Status : Original


Original Current






MARSHALL TO CENTRAL Termini MARSHALL TO CENTRAL










Comments


Segment Override



Computation Result


5 * 56250 / 40 * 25 $175,781


0.3 * 5259942.61 / 60 * 25 *1.15

$756,117


0.3 * 4488 * 65.52 / 15 * 25 $147,027


0.3 * 883293.09 / 60 * 25 $110,412


$175,781 + $756,117 +$147,027 + $110,412

$1,189,337



Status : Original


Original Current






CENTRAL TO UNIVERSITY Termini CENTRAL TO UNIVERSITY










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.2 * 5259942.61 / 60 * 25 *1.15

$504,078


0.2 * 4488 * 65.52 / 15 * 25 $98,018


0.2 * 883293.09 / 60 * 25 $73,608


$35,156 + $504,078 +$98,018 + $73,608

$710,860



Status : Original


Original Current






UNIVERSITY TO 80 FT NORTH OFHUBBARD

Termini UNIVERSITY TO 80 FT NORTH OFHUBBARD










Comments


Segment Override



Computation Result


5 * 56250 / 40 * 25 $175,781


0.7 * 5259942.61 / 60 * 25 *1.15

$1,764,272


0.7 * 4488 * 65.52 / 15 * 25 $343,063


0.7 * 883293.09 / 60 * 25 $257,627


$175,781 + $1,764,272 +$343,063 + $257,627

$2,540,743



Status : Original


Original Current






80 FT NO OF HUBBARD TOBURGESS

Termini 80 FT NO OF HUBBARD TOBURGESS










Comments


Segment Override


Original Current






5 Number of Spans 5




Comments



Original Current


3.77 Milepoint 3.77


CSAH 33(PIERCE BUTLER) Feature Crossed CSAH 33(PIERCE BUTLER)

HWY SEPARATION Type of Service HWY SEPARATION

3 Number of Spans 3




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.18 * 5259942.61 / 60 * 25* 1.15

$453,670


0.18 * 4488 * 65.52 / 15 * 25 $88,216


0.18 * 883293.09 / 60 * 25 $66,247


251.3 * 62.3 * 138 / 80 * 25* 1.15

$776,439


122.9 * 62.3 * 152 / 80 * 25* 1.15

$418,246


$0 + $453,670 + $88,216 +$66,247 + $776,439 +$418,246

$1,802,818



Status : Original


Original Current






BURGESS TO ORCHARD Termini BURGESS TO ORCHARD










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.28 * 5259942.61 / 60 * 25* 1.15

$705,709


0.28 * 4488 * 65.52 / 15 * 25 $137,225


0.28 * 883293.09 / 60 * 25 $103,051


$105,469 + $705,709 +$137,225 + $103,051

$1,051,454



Status : Original


Original Current






ORCHARD TO W MONTANA Termini ORCHARD TO W MONTANA










Comments


Segment Override


Original Current


Milepoint


Feature Crossed

Type of Service

Number of Spans


16 Bridge Width 16


Comments



Original Current


4.25 Milepoint 4.25


Feature Crossed

Type of Service

0 Number of Spans 0


73 Bridge Width 73


Comments



Original Current


4.61 Milepoint 4.61


RECREATIONAL TRAIL Feature Crossed RECREATIONAL TRAIL

Type of Service

Number of Spans

47 Bridge Length 47

53 Bridge Width 53


Comments




Computation Result


4 * 56250 / 40 * 25 $140,625


1.2 * 4225495.41 / 60 * 25 *1.15

$2,429,660


1.2 * 3696 * 65.52 / 15 * 25 $484,324


1.2 * 566370.18 / 60 * 25 $283,185


271 * 16 * 138 / 80 * 25 *1.15

$215,039


110 * 73 * 152 / 80 * 25 *1.15

$438,639


47 * 53 * 152 / 80 * 25 *1.15

$136,071

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Bridge + Bridge

$140,625 + $2,429,660 +$484,324 + $283,185 +$215,039 + $438,639 +$136,071

$4,127,543



Status : Original


Original Current






W MONTANA TO LARPENTER Termini W MONTANA TO LARPENTER










Comments


Segment Override



Computation Result


7 * 56250 / 40 * 25 $246,094


0.39 * 4225495.41 / 60 * 25* 1.15

$789,639


0.39 * 3696 * 65.52 / 15 * 25 $157,405


0.39 * 566370.18 / 60 * 25 $92,035


$246,094 + $789,639 +$157,405 + $92,035

$1,285,173



Status : Original


Original Current






LARPENTEUR AVE TO DIONNE ST Termini LARPENTEUR AVE TO DIONNE ST











CANT RUN COMPS Comments CANT RUN COMPS


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.12 * 4225495.41 / 60 * 25* 1.15

$242,966


0.12 * 3696 * 65.52 / 15 * 25 $48,432


0.12 * 566370.18 / 60 * 25 $28,319


$35,156 + $242,966 +$48,432 + $28,319

$354,873



Status : Revised


Original Current






DIONNE ST TO TH 36 Termini DIONNE ST TO TH 36











COUNTY CONTRIBUTION TO SP6212-148 UNDER SAP 062-651-049

Comments COUNTY CONTRIBUTION TO SP6212-148 UNDER SAP 062-651-049


Segment Override



Computation Result


5 * 56250 / 40 * 25 $175,781


1.13 * 4225495.41 / 60 * 25* 1.15

$2,287,930


1.13 * 3696 * 65.52 / 15 * 25 $456,072


1.13 * 566370.18 / 60 * 25 $266,666


$175,781 + $2,287,930 +$456,072 + $266,666

$3,186,449



Status : Revised


Original Current






TH 36 TO CO. RD. C Termini TH 36 TO CO. RD. C











COUNTY CONTRIBUTION TO SP6212-148 UNDER SAP 062-651-049

Comments COUNTY CONTRIBUTION TO SP6212-148 UNDER SAP 062-651-049


Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


0.75 * 4225495.41 / 60 * 25* 1.15

$1,518,537


0.75 * 3696 * 65.52 / 15 * 25 $302,702


0.75 * 566370.18 / 60 * 25 $176,991


$210,938 + $1,518,537 +$302,702 + $176,991

$2,209,168



Status : Original


Original Current






CO. RD. C TO 0.08 MI S OF CO. RD.D

Termini CO. RD. C TO 0.08 MI S OF CO. RD.D











Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.98 * 4225495.41 / 60 * 25* 1.15

$1,984,222


0.98 * 3696 * 65.52 / 15 * 25 $395,531


0.98 * 566370.18 / 60 * 25 $231,268


$35,156 + $1,984,222 +$395,531 + $231,268

$2,646,177



Status : Original


Original Current






0.08 MI S TO CO RD D Termini 0.08 MI S TO CO RD D











Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.08 * 4225495.41 / 60 * 25* 1.15

$161,977


0.08 * 3696 * 65.52 / 15 * 25 $32,288


0.08 * 566370.18 / 60 * 25 $18,879


$35,156 + $161,977 +$32,288 + $18,879

$248,300



Status : Original


Original Current






CO RD D TO 0.5 MI N Termini CO RD D TO 0.5 MI N











Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


$35,156 + $1,012,358 +$201,802 + $117,994

$1,367,310



Status : Original


Original Current






0.5 MI N OF CO RD D TO CO. RD. E Termini 0.5 MI N OF CO RD D TO CO. RD. E











Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


$35,156 + $1,012,358 +$201,802 + $117,994

$1,367,310



Status : Original


Original Current






CO. RD. E TO 0.25 MI N Termini CO. RD. E TO 0.25 MI N










Comments


Segment Override


Status: Original

Original Current


689006W USDOT Number 689006W


2 Mainline Tracks 2




Last Year Surfaced


Comments



Computation Result


1 * 56250 / 40 * 25 $35,156


0.25 * 5259942.61 / 60 * 25* 1.15

$630,097


0.25 * 4488 * 65.52 / 15 * 25 $122,522


0.25 * 883293.09 / 60 * 25 $92,010


275000 / 25 * 25 $275,000


114 * 1350 / 25 * 25 $153,900


$35,156 + $630,097 +$122,522 + $92,010 +$275,000 + $153,900

$1,308,685



Status : Original


Original Current






0.25 MI N OF CO. RD. E TO FAI 694 Termini 0.25 MI N OF CO. RD. E TO FAI 694










Comments


Segment Override



Computation Result


5 * 56250 / 40 * 25 $175,781


0.4 * 5259942.61 / 60 * 25 *1.15

$1,008,156


0.4 * 4488 * 65.52 / 15 * 25 $196,036


0.4 * 883293.09 / 60 * 25 $147,216


$175,781 + $1,008,156 +$196,036 + $147,216

$1,527,189



Status : Original


Original Current






FAI 694 TO 0.15 MI N OF CO. RD. F Termini FAI 694 TO 0.15 MI N OF CO. RD. F










Comments


Segment Override



Computation Result


5 * 56250 / 40 * 25 $175,781


0.5 * 5259942.61 / 60 * 25 *1.15

$1,260,195


0.5 * 4488 * 65.52 / 15 * 25 $245,045


0.5 * 883293.09 / 60 * 25 $184,019


$175,781 + $1,260,195 +$245,045 + $184,019

$1,865,040



Status : Original


Original Current






0.15 MI NO OF CO.RD. F TOVICTORIA ST.

Termini 0.15 MI NO OF CO.RD. F TOVICTORIA ST.












Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.35 * 4225495.41 / 60 * 25* 1.15

$708,651


0.35 * 3696 * 65.52 / 15 * 25 $141,261


0.35 * 566370.18 / 60 * 25 $82,596


$105,469 + $708,651 +$141,261 + $82,596

$1,037,977



Status : Original


Original Current






VICTORIA ST. TO 0.12 MI S OF T.H.96

Termini VICTORIA ST. TO 0.12 MI S OF T.H.96












Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.38 * 4225495.41 / 60 * 25* 1.15

$769,392


0.38 * 3696 * 65.52 / 15 * 25 $153,369


0.38 * 566370.18 / 60 * 25 $89,675


$35,156 + $769,392 +$153,369 + $89,675

$1,047,592



Status : Original


Original Current






0.12 MI SO OF TH 96 TO 0.13 MI NOOF TH 96

Termini 0.12 MI SO OF TH 96 TO 0.13 MI NOOF TH 96










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.25 * 4225495.41 / 60 * 25* 1.15

$506,179


0.25 * 3696 * 65.52 / 15 * 25 $100,901


0.25 * 566370.18 / 60 * 25 $58,997


$70,313 + $506,179 +$100,901 + $58,997

$736,390



Status : Original


Original Current






0.13 MI NO OF TH 96 TOTANGLEWOOD DRIVE

Termini 0.13 MI NO OF TH 96 TOTANGLEWOOD DRIVE










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.37 * 4225495.41 / 60 * 25* 1.15

$749,145


0.37 * 3696 * 65.52 / 15 * 25 $149,333


0.37 * 566370.18 / 60 * 25 $87,315


$35,156 + $749,145 +$149,333 + $87,315

$1,020,949



Status : Original


Original Current






TANGLEWOOD DRIVE TO 0.75 MINO

Termini TANGLEWOOD DRIVE TO 0.75 MINO










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.75 * 4225495.41 / 60 * 25* 1.15

$1,518,537


0.75 * 3696 * 65.52 / 15 * 25 $302,702


0.75 * 566370.18 / 60 * 25 $176,991


$35,156 + $1,518,537 +$302,702 + $176,991

$2,033,386



Status : Original


Original Current






0.75 MI NO OF TANGLEWOODDRIVE TO E JCT. CO. RD. I

Termini 0.75 MI NO OF TANGLEWOODDRIVE TO E JCT. CO. RD. I










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.75 * 4225495.41 / 60 * 25* 1.15

$1,518,537


0.75 * 3696 * 65.52 / 15 * 25 $302,702


0.75 * 566370.18 / 60 * 25 $176,991


$35,156 + $1,518,537 +$302,702 + $176,991

$2,033,386



Status : Original


Original Current






E JCT. CO. RD. I TO 0.20 MI N Termini E JCT. CO. RD. I TO 0.20 MI N










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.2 * 4225495.41 / 60 * 25 *1.15

$404,943


0.2 * 3696 * 65.52 / 15 * 25 $80,721


0.2 * 566370.18 / 60 * 25 $47,198


$35,156 + $404,943 +$80,721 + $47,198

$568,018



Status : Original


Original Current






0.2 MI NO OF E JCT. CO. RD. I TOHAMLINE AVE.

Termini 0.2 MI NO OF E JCT. CO. RD. I TOHAMLINE AVE.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.8 * 4225495.41 / 60 * 25 *1.15

$1,619,773


0.8 * 3696 * 65.52 / 15 * 25 $322,883


0.8 * 566370.18 / 60 * 25 $188,790


$0 + $1,619,773 + $322,883+ $188,790

$2,131,446



Status : Original


Original Current






HAMLINE AVE. TO 0.34 MI N Termini HAMLINE AVE. TO 0.34 MI N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.34 * 4225495.41 / 60 * 25* 1.15

$688,404


0.34 * 3696 * 65.52 / 15 * 25 $137,225


0.34 * 566370.18 / 60 * 25 $80,236


$0 + $688,404 + $137,225+ $80,236

$905,865



Status : Original


Original Current






0.34 MI N OF HAMLINE AVE. TOCO. RD. J

Termini 0.34 MI N OF HAMLINE AVE. TOCO. RD. J










Comments


Segment Override


Original Current





Type of Service

Number of Spans

41 Bridge Length 41



Comments




Computation Result


1 * 56250 / 40 * 25 $35,156


0.32 * 4225495.41 / 60 * 25* 1.15

$647,909


0.32 * 3696 * 65.52 / 15 * 25 $129,153


0.32 * 566370.18 / 60 * 25 $75,516


41 * 66.8 * 152 / 80 * 25 *1.15

$149,607


$35,156 + $647,909 +$129,153 + $75,516 +$149,607

$1,037,341



Status : Original


Original Current






CO. RD. B TO 0.25 MI N Termini CO. RD. B TO 0.25 MI N










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.25 * 2738635.28 / 60 * 25* 1.15

$328,066


0.25 * 2904 * 65.52 / 15 * 25 $79,279


0.25 * 436504.07 / 60 * 25 $45,469


$35,156 + $328,066 +$79,279 + $45,469

$487,970



Status : Original


Original Current






0.25 MI N CO. RD. B TO 0.2 MI S OFCO. RD. C

Termini 0.25 MI N CO. RD. B TO 0.2 MI S OFCO. RD. C










SURFACED UNDER SAP 62-652-18IN 2010.

Comments SURFACED UNDER SAP 62-652-18IN 2010.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.55 * 1021937.01 / 60 * 25* 1.1

$257,613


0.55 * 2376 * 65.52 / 20 * 25 $107,027


0.55 * 85357.87 / 60 * 25 $19,561


$0 + $257,613 + $107,027+ $19,561

$384,201



Status : Original


Original Current






0.20 MI S TO CO. RD. C Termini 0.20 MI S TO CO. RD. C










SURFACED UNDER SAP 62-652-18IN 2010.

Comments SURFACED UNDER SAP 62-652-18IN 2010.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 2738635.28 / 60 * 25 *1.15

$262,453


0.2 * 2904 * 65.52 / 15 * 25 $63,423


0.2 * 436504.07 / 60 * 25 $36,375


$0 + $262,453 + $63,423 +$36,375

$362,251



Status : Original


Original Current






CO. RD. C TO 0.53 MI N Termini CO. RD. C TO 0.53 MI N










CONSTR. SAP 62-652-016 Comments CONSTR. SAP 62-652-016


Segment Override


Status: Original

Original Current



061358N USDOT Number 061358N


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.53 * 1021937.01 / 60 * 25* 1.1

$248,246


0.53 * 2376 * 65.52 / 20 * 25 $103,135


0.53 * 85357.87 / 60 * 25 $18,850


275000 / 25 * 25 $275,000


50 * 1350 / 25 * 25 $67,500


$0 + $248,246 + $103,135+ $18,850 + $275,000 +$67,500

$712,731



Status : Original


Original Current






0.53 MI NO OF CO. RD. C TO CO.RD. D

Termini 0.53 MI NO OF CO. RD. C TO CO.RD. D












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.59 * 1021937.01 / 60 * 25* 1.1

$276,349


0.59 * 2376 * 65.52 / 20 * 25 $114,811


0.59 * 85357.87 / 60 * 25 $20,984


$0 + $276,349 + $114,811+ $20,984

$412,144



Status : Original


Original Current






CO. RD. D TO 0.75 MI N Termini CO. RD. D TO 0.75 MI N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.75 * 1021937.01 / 60 * 25* 1.1

$351,291


0.75 * 2376 * 65.52 / 20 * 25 $145,946


0.75 * 85357.87 / 60 * 25 $26,674


$0 + $351,291 + $145,946+ $26,674

$523,911



Status : Original


Original Current






0.75 MI TO 0.94 MI N OF CO. RD. D Termini 0.75 MI TO 0.94 MI N OF CO. RD. D










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.19 * 2738635.28 / 60 * 25* 1.15

$249,330


0.19 * 2904 * 65.52 / 15 * 25 $60,252


0.19 * 436504.07 / 60 * 25 $34,557


$0 + $249,330 + $60,252 +$34,557

$344,139



Status : Original


Original Current






0.94 MI TO 1.07 MI NO OF CO. RD.D

Termini 0.94 MI TO 1.07 MI NO OF CO. RD.D










Comments


Segment Override


Status: Original

Original Current


689008K USDOT Number 689008K


2 Mainline Tracks 2




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 2738635.28 / 60 * 25* 1.15

$170,594


0.13 * 2904 * 65.52 / 15 * 25 $41,225


0.13 * 436504.07 / 60 * 25 $23,644


275000 / 25 * 25 $275,000


97 * 1350 / 25 * 25 $130,950


$0 + $170,594 + $41,225 +$23,644 + $275,000 +$130,950

$641,413



Status : Original


Original Current






1.07 NO OF CO. RD. D TO SORAMP I694

Termini 1.07 NO OF CO. RD. D TO SORAMP I694










Comments


Segment Override



Computation Result


5 * 56250 / 40 * 25 $175,781


0.41 * 4225495.41 / 60 * 25* 1.15

$830,134


0.41 * 3696 * 65.52 / 15 * 25 $165,477


0.41 * 566370.18 / 60 * 25 $96,755


$175,781 + $830,134 +$165,477 + $96,755

$1,268,147



Status : Original


Original Current






SO. RAMP I694 TO NO. RAMP I694 Termini SO. RAMP I694 TO NO. RAMP I694










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.17 * 4225495.41 / 60 * 25* 1.15

$344,202


0.17 * 3696 * 65.52 / 15 * 25 $68,613


0.17 * 566370.18 / 60 * 25 $40,118


$70,313 + $344,202 +$68,613 + $40,118

$523,246



Status : Original


Original Current






NO. RAMP I694 TO CO. RD. F Termini NO. RAMP I694 TO CO. RD. F










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.52 * 2738635.28 / 60 * 25* 1.15

$682,377


0.52 * 2904 * 65.52 / 15 * 25 $164,901


0.52 * 436504.07 / 60 * 25 $94,576


$105,469 + $682,377 +$164,901 + $94,576

$1,047,323



Status : Original


Original Current






GRAND AVE TO SUMMIT AVE Termini GRAND AVE TO SUMMIT AVE










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.09 * 2738635.28 / 60 * 25* 1.15

$118,104


0.09 * 2904 * 65.52 / 15 * 25 $28,541


0.09 * 436504.07 / 60 * 25 $16,369


$70,313 + $118,104 +$28,541 + $16,369

$233,327



Status : Original


Original Current






SUMMIT AVE TO SELBY AVE Termini SUMMIT AVE TO SELBY AVE










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.36 * 4225495.41 / 60 * 25* 1.15

$728,898


0.36 * 3696 * 65.52 / 15 * 25 $145,297


0.36 * 566370.18 / 60 * 25 $84,956


$70,313 + $728,898 +$145,297 + $84,956

$1,029,464



Status : Original


Original Current






SELBY AVE TO ST ANTHONY AVE Termini SELBY AVE TO ST ANTHONY AVE










Comments


Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


0.39 * 4225495.41 / 60 * 25* 1.15

$789,639


0.39 * 3696 * 65.52 / 15 * 25 $157,405


0.39 * 566370.18 / 60 * 25 $92,035


$210,938 + $789,639 +$157,405 + $92,035

$1,250,017



Status : Original


Original Current






ST ANTHONY AVE TOSHERBURNE AVE

Termini ST ANTHONY AVE TOSHERBURNE AVE










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.3 * 5259942.61 / 60 * 25 *1.15

$756,117


0.3 * 4488 * 65.52 / 15 * 25 $147,027


0.3 * 883293.09 / 60 * 25 $110,412


$105,469 + $756,117 +$147,027 + $110,412

$1,119,025



Status : Original


Original Current






SHERBURNE AVE TO VAN BURENAVE

Termini SHERBURNE AVE TO VAN BURENAVE










Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.38 * 4225495.41 / 60 * 25* 1.15

$769,392


0.38 * 3696 * 65.52 / 15 * 25 $153,369


0.38 * 566370.18 / 60 * 25 $89,675


$140,625 + $769,392 +$153,369 + $89,675

$1,153,061



Status : Original


Original Current






VAN BURAN AVE TO COMO AVE Termini VAN BURAN AVE TO COMO AVE










Comments


Segment Override


Original Current


1.79 Milepoint 1.79


Feature Crossed

Type of Service

Number of Spans




Comments




Computation Result


4 * 56250 / 40 * 25 $140,625


0.56 * 4225495.41 / 60 * 25* 1.15

$1,133,841


0.56 * 3696 * 65.52 / 15 * 25 $226,018


0.56 * 566370.18 / 60 * 25 $132,153


233.7 * 94.3 * 138 / 80 * 25* 1.15

$1,092,943


$140,625 + $1,133,841 +$226,018 + $132,153 +$1,092,943

$2,725,580



Status : Original


Original Current






DALE STREET-COMO TOMARYLAND.

Termini DALE STREET-COMO TOMARYLAND.










Comments


Segment Override


Original Current


2.41 Milepoint 2.41


Feature Crossed

Type of Service

0 Number of Spans 0


35 Bridge Width 35


Comments




Computation Result


2 * 56250 / 40 * 25 $70,313


0.48 * 4225495.41 / 60 * 25* 1.15

$971,864


0.48 * 3696 * 65.52 / 15 * 25 $193,730


0.48 * 566370.18 / 60 * 25 $113,274


101 * 35 * 152 / 80 * 25 *1.15

$193,099


$70,313 + $971,864 +$193,730 + $113,274 +$193,099

$1,542,280



Status : Original


Original Current






DALE STREET-MARYLAND TOWHEELOCK PARKWAY.

Termini DALE STREET-MARYLAND TOWHEELOCK PARKWAY.










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.25 * 4225495.41 / 60 * 25* 1.15

$506,179


0.25 * 3696 * 65.52 / 15 * 25 $100,901


0.25 * 566370.18 / 60 * 25 $58,997


$70,313 + $506,179 +$100,901 + $58,997

$736,390



Status : Original


Original Current






DALE STREET - WHEELOCK TOARLINGTON AVENUE.

Termini DALE STREET - WHEELOCK TOARLINGTON AVENUE.










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.25 * 4225495.41 / 60 * 25* 1.15

$506,179


0.25 * 3696 * 65.52 / 15 * 25 $100,901


0.25 * 566370.18 / 60 * 25 $58,997


$70,313 + $506,179 +$100,901 + $58,997

$736,390



Status : Original


Original Current






DALE ST. - ARLINGTON AVENUETO LARPENTEUR AVENUE.

Termini DALE ST. - ARLINGTON AVENUETO LARPENTEUR AVENUE.










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


$70,313 + $1,012,358 +$201,802 + $117,994

$1,402,467



Status : Original


Original Current

















Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.49 * 4225495.41 / 60 * 25* 1.15

$992,111


0.49 * 3696 * 65.52 / 15 * 25 $197,766


0.49 * 566370.18 / 60 * 25 $115,634


$35,156 + $992,111 +$197,766 + $115,634

$1,340,667



Status : Original


Original Current
















Comments


Segment Override


Original Current


4.06 Milepoint 4.06


Feature Crossed

Type of Service







Comments




Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


162 * 162 * 15.47 / 100 * 25* 1.15

$116,723


$35,156 + $1,012,358 +$201,802 + $117,994 +$116,723

$1,484,033



Status : Original


Original Current






CO. RD. B TO T.H. 36 Termini CO. RD. B TO T.H. 36










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.2 * 4225495.41 / 60 * 25 *1.15

$404,943


0.2 * 3696 * 65.52 / 15 * 25 $80,721


0.2 * 566370.18 / 60 * 25 $47,198


$70,313 + $404,943 +$80,721 + $47,198

$603,175



Status : Original


Original Current






TH 36 TO CO. RD. B2 Termini TH 36 TO CO. RD. B2










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.3 * 1996892.57 / 60 * 25 *1.1

$274,573


0.3 * 3564 * 65.52 / 20 * 25 $87,567


0.3 * 181173.68 / 60 * 25 $22,647


$105,469 + $274,573 +$87,567 + $22,647

$490,256



Status : Original


Original Current






CO. RD. B2 TO CO. RD. C Termini CO. RD. B2 TO CO. RD. C










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1021937.01 / 60 * 25 *1.1

$234,194


0.5 * 2376 * 65.52 / 20 * 25 $97,297


0.5 * 85357.87 / 60 * 25 $17,783


$0 + $234,194 + $97,297 +$17,783

$349,274



Status : Original


Original Current






TH 49 TO 0.08 MI SO OF CO. RD. F Termini TH 49 TO 0.08 MI SO OF CO. RD. F










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 2738635.28 / 60 * 25* 1.15

$91,858


0.07 * 2904 * 65.52 / 15 * 25 $22,198


0.07 * 436504.07 / 60 * 25 $12,731


$0 + $91,858 + $22,198 +$12,731

$126,787



Status : Original


Original Current






0.08 MI SO OF CO. RD. F TO 0.42MI NO OF CO. RD. F

Termini 0.08 MI SO OF CO. RD. F TO 0.42MI NO OF CO. RD. F










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2738635.28 / 60 * 25 *1.15

$656,131


0.5 * 2904 * 65.52 / 15 * 25 $158,558


0.5 * 436504.07 / 60 * 25 $90,938


$0 + $656,131 + $158,558+ $90,938

$905,627



Status : Original


Original Current






0.42 MI N OF CO. RD. F TO T.H. 96 Termini 0.42 MI N OF CO. RD. F TO T.H. 96










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.58 * 1021937.01 / 60 * 25* 1.1

$271,665


0.58 * 2376 * 65.52 / 20 * 25 $112,865


0.58 * 85357.87 / 60 * 25 $20,628


$35,156 + $271,665 +$112,865 + $20,628

$440,314



Status : Original


Original Current






S RAMP PENNSYLANIA AVE TOACKER ST

Termini S RAMP PENNSYLANIA AVE TOACKER ST










Comments


Segment Override


Original Current


0.11 Milepoint 0.11



Type of Service

Number of Spans


57 Bridge Width 57


Comments



Original Current


0 Milepoint 0


PENNSYLVANIA AVE Feature Crossed PENNSYLVANIA AVE

Type of Service

Number of Spans




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.33 * 2738635.28 / 60 * 25* 1.15

$433,047


0.33 * 2904 * 65.52 / 15 * 25 $104,649


0.33 * 436504.07 / 60 * 25 $60,019


485.7 * 57 * 138 / 80 * 25 *1.15

$1,372,998


173 * 58.3 * 138 / 80 * 25 *1.15

$500,198


$0 + $433,047 + $104,649+ $60,019 + $1,372,998 +$500,198

$2,470,911



Status : Original


Original Current






ACKER ST TO MARYLAND AVE Termini ACKER ST TO MARYLAND AVE










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.9 * 2738635.28 / 60 * 25 *1.15

$1,181,036


0.9 * 2904 * 65.52 / 15 * 25 $285,405


0.9 * 436504.07 / 60 * 25 $163,689


$35,156 + $1,181,036 +$285,405 + $163,689

$1,665,286



Status : Original


Original Current






MARYLAND TO ARLINGTON Termini MARYLAND TO ARLINGTON










Comments


Segment Override


Original Current


1.46 Milepoint 1.46



Type of Service

Number of Spans




Comments



Original Current


1.32 Milepoint 1.32



Type of Service

Number of Spans


42 Bridge Width 42


Comments




Computation Result


2 * 56250 / 40 * 25 $70,313


0.54 * 2738635.28 / 60 * 25* 1.15

$708,622


0.54 * 2904 * 65.52 / 15 * 25 $171,243


0.54 * 436504.07 / 60 * 25 $98,213


143.5 * 41.1 * 152 / 80 * 25* 1.15

$322,170


109.5 * 42 * 152 / 80 * 25 *1.15

$251,220


$70,313 + $708,622 +$171,243 + $98,213 +$322,170 + $251,220

$1,621,781



Status : Original


Original Current






ARLINGTON AVE TOLARPENTEUR AVE.

Termini ARLINGTON AVE TOLARPENTEUR AVE.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 2738635.28 / 60 * 25 *1.15

$656,131


0.5 * 2904 * 65.52 / 15 * 25 $158,558


0.5 * 436504.07 / 60 * 25 $90,938


$35,156 + $656,131 +$158,558 + $90,938

$940,783



Status : Original


Original Current






MARION ST. - CONCORDIA AVE.TO RAVOUX.

Termini MARION ST. - CONCORDIA AVE.TO RAVOUX.










Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.1 * 4225495.41 / 60 * 25 *1.15

$202,472


0.1 * 3696 * 65.52 / 15 * 25 $40,360


0.1 * 566370.18 / 60 * 25 $23,599


$140,625 + $202,472 +$40,360 + $23,599

$407,056



Status : Original


Original Current






MARION ST. - RAVOUX. TOFULLER AVE.

Termini MARION ST. - RAVOUX. TOFULLER AVE.












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.12 * 4225495.41 / 60 * 25* 1.15

$242,966


0.12 * 3696 * 65.52 / 15 * 25 $48,432


0.12 * 566370.18 / 60 * 25 $28,319


$0 + $242,966 + $48,432 +$28,319

$319,717



Status : Original


Original Current






MARION ST. - FULLER AVE. TOUNIVERSITY AVE.

Termini MARION ST. - FULLER AVE. TOUNIVERSITY AVE.










NO PLAN, NO ROUTING SHEET,NOTHING - WENT WITH LOCALFUNDS.CONST. SAP 62-652-02, 2004.

Comments NO PLAN, NO ROUTING SHEET,NOTHING - WENT WITH LOCALFUNDS.CONST. SAP 62-652-02, 2004.


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.1 * 4225495.41 / 60 * 25 *1.15

$202,472


0.1 * 3696 * 65.52 / 15 * 25 $40,360


0.1 * 566370.18 / 60 * 25 $23,599


$35,156 + $202,472 +$40,360 + $23,599

$301,587



Status : Original


Original Current






MARION ST. - UNIVERSITY AVE.TO COMO AVE.

Termini MARION ST. - UNIVERSITY AVE.TO COMO AVE.












Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.33 * 4225495.41 / 60 * 25* 1.15

$668,156


0.33 * 3696 * 65.52 / 15 * 25 $133,189


0.33 * 566370.18 / 60 * 25 $77,876


$35,156 + $668,156 +$133,189 + $77,876

$914,377



Status : Original


Original Current






KOEHLER RD. TO COLLEEN DR Termini KOEHLER RD. TO COLLEEN DR










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.49 * 1021937.01 / 60 * 25* 1.1

$229,510


0.49 * 2376 * 65.52 / 20 * 25 $95,351


0.49 * 85357.87 / 60 * 25 $17,427


$0 + $229,510 + $95,351 +$17,427

$342,288



Status : Original


Original Current






COLLEEN DR TO CO RD F Termini COLLEEN DR TO CO RD F










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.26 * 1021937.01 / 60 * 25* 1.1

$121,781


0.26 * 2376 * 65.52 / 20 * 25 $50,595


0.26 * 85357.87 / 60 * 25 $9,247


$0 + $121,781 + $50,595 +$9,247

$181,623



Status : Original


Original Current






CO. RD. F TO RAILROAD TRACKS Termini CO. RD. F TO RAILROAD TRACKS












Segment Override


Status: Original

Original Current


691414G USDOT Number 691414G


1 Mainline Tracks 1




Last Year Surfaced


NEW CONCRETE SURFACE IN2000.

Comments NEW CONCRETE SURFACE IN2000.



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1021937.01 / 60 * 25 *1.1

$234,194


0.5 * 2376 * 65.52 / 20 * 25 $97,297


0.5 * 85357.87 / 60 * 25 $17,783


1500 / 25 * 25 $1,500


72 * 1350 / 25 * 25 $97,200


$0 + $234,194 + $97,297 +$17,783 + $1,500 + $97,200

$447,974



Status : Original


Original Current






RAILROAD TRACKS TO 0.12 M SOF TH 96

Termini RAILROAD TRACKS TO 0.12 M SOF TH 96












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.38 * 1021937.01 / 60 * 25* 1.1

$177,987


0.38 * 2376 * 65.52 / 20 * 25 $73,946


0.38 * 85357.87 / 60 * 25 $13,515


$0 + $177,987 + $73,946 +$13,515

$265,448



Status : Original


Original Current






RAILROAD TRACKS TO TH 96 Termini RAILROAD TRACKS TO TH 96










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.12 * 2738635.28 / 60 * 25* 1.15

$157,472


0.12 * 2904 * 65.52 / 15 * 25 $38,054


0.12 * 436504.07 / 60 * 25 $21,825


$35,156 + $157,472 +$38,054 + $21,825

$252,507



Status : Original


Original Current






PAYNE AVE. - 7TH ST. TO NORTHST.

Termini PAYNE AVE. - 7TH ST. TO NORTHST.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 2738635.28 / 60 * 25 *1.15

$262,453


0.2 * 2904 * 65.52 / 15 * 25 $63,423


0.2 * 436504.07 / 60 * 25 $36,375


$0 + $262,453 + $63,423 +$36,375

$362,251



Status : Original


Original Current






PAYNE AVE. - NORTH ST. TOEDGERTON ST.

Termini PAYNE AVE. - NORTH ST. TOEDGERTON ST.










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.2 * 4225495.41 / 60 * 25 *1.15

$404,943


0.2 * 3696 * 65.52 / 15 * 25 $80,721


0.2 * 566370.18 / 60 * 25 $47,198


$70,313 + $404,943 +$80,721 + $47,198

$603,175



Status : Original


Original Current






PAYNE AVE TO REANEY AVE Termini PAYNE AVE TO REANEY AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.16 * 2738635.28 / 60 * 25* 1.15

$209,962


0.16 * 2904 * 65.52 / 15 * 25 $50,739


0.16 * 436504.07 / 60 * 25 $29,100


$0 + $209,962 + $50,739 +$29,100

$289,801



Status : Original


Original Current






REANEY TO WHITALL Termini REANEY TO WHITALL










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 2738635.28 / 60 * 25 *1.15

$262,453


0.2 * 2904 * 65.52 / 15 * 25 $63,423


0.2 * 436504.07 / 60 * 25 $36,375


$0 + $262,453 + $63,423 +$36,375

$362,251



Status : Original


Original Current






WHITALL AVE TO CASE ST Termini WHITALL AVE TO CASE ST










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 2738635.28 / 60 * 25* 1.15

$328,066


0.25 * 2904 * 65.52 / 15 * 25 $79,279


0.25 * 436504.07 / 60 * 25 $45,469


$0 + $328,066 + $79,279 +$45,469

$452,814



Status : Original


Original Current






CASE ST TO MARYLAND AVE Termini CASE ST TO MARYLAND AVE










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.49 * 2738635.28 / 60 * 25* 1.15

$643,009


0.49 * 2904 * 65.52 / 15 * 25 $155,387


0.49 * 436504.07 / 60 * 25 $89,120


$70,313 + $643,009 +$155,387 + $89,120

$957,829



Status : Original


Original Current






MARYLAND AVE TO IVY AVE Termini MARYLAND AVE TO IVY AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 2738635.28 / 60 * 25* 1.15

$328,066


0.25 * 2904 * 65.52 / 15 * 25 $79,279


0.25 * 436504.07 / 60 * 25 $45,469


$0 + $328,066 + $79,279 +$45,469

$452,814



Status : Original


Original Current






IVY AVE TO LARPENTEUR AVE Termini IVY AVE TO LARPENTEUR AVE










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.75 * 2738635.28 / 60 * 25* 1.15

$984,197


0.75 * 2904 * 65.52 / 15 * 25 $237,838


0.75 * 436504.07 / 60 * 25 $136,408


$70,313 + $984,197 +$237,838 + $136,408

$1,428,756



Status : Original


Original Current


1 Segment Length 1




LARPENTEUR AVE. TO CO. RD. B Termini LARPENTEUR AVE. TO CO. RD. B










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


1 * 1021937.01 / 60 * 25 *1.1

$468,388


1 * 2376 * 65.52 / 20 * 25 $194,594


1 * 85357.87 / 60 * 25 $35,566


$105,469 + $468,388 +$194,594 + $35,566

$804,017



Status : Original


Original Current






CO. RD. B TO 0.23 MI N Termini CO. RD. B TO 0.23 MI N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 1996892.57 / 60 * 25* 1.1

$210,506


0.23 * 3564 * 65.52 / 20 * 25 $67,135


0.23 * 181173.68 / 60 * 25 $17,362


$0 + $210,506 + $67,135 +$17,362

$295,003



Status : Original


Original Current






0.23 MI N OF CO. RD. B TO 0.3 MI N Termini 0.23 MI N OF CO. RD. B TO 0.3 MI N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 1996892.57 / 60 * 25* 1.1

$64,067


0.07 * 3564 * 65.52 / 20 * 25 $20,432


0.07 * 181173.68 / 60 * 25 $5,284


$0 + $64,067 + $20,432 +$5,284

$89,783



Status : Original


Original Current






0.30 MI N CO. RD. B TO LITTLECANADA RD.

Termini 0.30 MI N CO. RD. B TO LITTLECANADA RD.










Comments


Segment Override


Original Current





Type of Service


9 Culvert Width 9

5 Culvert Height 5




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.7 * 1021937.01 / 60 * 25 *1.1

$327,871


0.7 * 2376 * 65.52 / 20 * 25 $136,216


0.7 * 85357.87 / 60 * 25 $24,896


82 * 68.99982817 * 15.47 /100 * 25 * 1.15

$25,165


$0 + $327,871 + $136,216+ $24,896 + $25,165

$514,148



Status : Original


Original Current






LITTLE CANADA RD. TO 0.75 MI.NORTH OF LITTLE CANADA RD.

Termini LITTLE CANADA RD. TO 0.75 MI.NORTH OF LITTLE CANADA RD.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.75 * 1021937.01 / 60 * 25* 1.1

$351,291


0.75 * 2376 * 65.52 / 20 * 25 $145,946


0.75 * 85357.87 / 60 * 25 $26,674


$0 + $351,291 + $145,946+ $26,674

$523,911



Status : Original


Original Current






LITTLE CANADA RD. TO CO. RD. D Termini LITTLE CANADA RD. TO CO. RD. D










CONSTR. SAP 62-658-010, 2004. Comments CONSTR. SAP 62-658-010, 2004.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 1021937.01 / 60 * 25* 1.1

$117,097


0.25 * 2376 * 65.52 / 20 * 25 $48,649


0.25 * 85357.87 / 60 * 25 $8,891


$0 + $117,097 + $48,649 +$8,891

$174,637



Status : Original


Original Current






CO. RD. D TO WITT COURT Termini CO. RD. D TO WITT COURT












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 1021937.01 / 60 * 25* 1.1

$117,097


0.25 * 2376 * 65.52 / 20 * 25 $48,649


0.25 * 85357.87 / 60 * 25 $8,891


$0 + $117,097 + $48,649 +$8,891

$174,637



Status : Original


Original Current






WITT COURT TO CENTERVILLE RD Termini WITT COURT TO CENTERVILLE RD










Comments


Segment Override


Original Current


5.82 Milepoint 5.82


Feature Crossed

Type of Service

0 Number of Spans 0


17 Bridge Width 17


Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.35 * 1021937.01 / 60 * 25* 1.1

$163,936


0.35 * 2376 * 65.52 / 20 * 25 $68,108


0.35 * 85357.87 / 60 * 25 $12,448


137 * 17 * 152 / 80 * 25 *1.15

$127,222


$0 + $163,936 + $68,108 +$12,448 + $127,222

$371,714



Status : Original


Original Current






VADNAIS BLVD. TO .04 MI SO OFCO. RD. E

Termini VADNAIS BLVD. TO .04 MI SO OFCO. RD. E







Latest Year SA funds



CONST. SAP 62-659-015, 2004

REDUCED STORM SEWER NEEDSTO 0.46 MI TO MATCH SEGMENTLENGTH. 4/17/07 SL

Comments CONST. SAP 62-659-015, 2004

REDUCED STORM SEWER NEEDSTO 0.46 MI TO MATCH SEGMENTLENGTH. 4/17/07 SL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.46 * 1021937.01 / 60 * 25* 1.1

$215,458


0.46 * 2376 * 65.52 / 20 * 25 $89,513


0.46 * 85357.87 / 60 * 25 $16,360


$0 + $215,458 + $89,513 +$16,360

$321,331



Status : Original


Original Current






CENTERVILLE RD-.04 MI SO OFCO RD E TO .05 MI NO OF CO RD E

Termini CENTERVILLE RD-.04 MI SO OFCO RD E TO .05 MI NO OF CO RD E










REMOVED CURB & GUTTERNEEDS AS THIS SEGMENT ISADEQUATE. 4/17/07 SL

SAP 62-614-02 & SAP 62-615-25,2006 CONST

Comments REMOVED CURB & GUTTERNEEDS AS THIS SEGMENT ISADEQUATE. 4/17/07 SL

SAP 62-614-02 & SAP 62-615-25,2006 CONST


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.09 * 2738635.28 / 60 * 25* 1.15

$118,104


0.09 * 2904 * 65.52 / 15 * 25 $28,541


0.09 * 436504.07 / 60 * 25 $16,369


$70,313 + $118,104 +$28,541 + $16,369

$233,327



Status : Original


Original Current






CENTERVILLE RD - .05 MI NO OFCO RD E TO .25MI NO OF CO RD E

Termini CENTERVILLE RD - .05 MI NO OFCO RD E TO .25MI NO OF CO RD E










CHANGED STORM SEWER NEEDSTO 0.20 MILES TO MATCH NEWSEGMENT LENGTH. 4/17/07 SL

Comments CHANGED STORM SEWER NEEDSTO 0.20 MILES TO MATCH NEWSEGMENT LENGTH. 4/17/07 SL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1021937.01 / 60 * 25 *1.1

$93,678


0.2 * 2376 * 65.52 / 20 * 25 $38,919


0.2 * 85357.87 / 60 * 25 $7,113


$0 + $93,678 + $38,919 +$7,113

$139,710



Status : Original


Original Current






0.25 MI N CO. RD. E TO 0..92 MI NOF CO. RD. E

Termini 0.25 MI N CO. RD. E TO 0..92 MI NOF CO. RD. E










CONST. SAP 62-659-015, 2004. Comments CONST. SAP 62-659-015, 2004.


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.67 * 1996892.57 / 60 * 25* 1.1

$613,212


0.67 * 3564 * 65.52 / 20 * 25 $195,567


0.67 * 181173.68 / 60 * 25 $50,578


$0 + $613,212 + $195,567+ $50,578

$859,357



Status : Original


Original Current






0.92 MI N TO 1.08 MI N OF CO. RD.E

Termini 0.92 MI N TO 1.08 MI N OF CO. RD.E












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.16 * 1996892.57 / 60 * 25* 1.1

$146,439


0.16 * 3564 * 65.52 / 20 * 25 $46,703


0.16 * 181173.68 / 60 * 25 $12,078


$0 + $146,439 + $46,703 +$12,078

$205,220



Status : Original


Original Current






01.08 MI N TO 1.86 MI N OF CO.RD. E

Termini 01.08 MI N TO 1.86 MI N OF CO.RD. E










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.78 * 1996892.57 / 60 * 25* 1.1

$713,889


0.78 * 3564 * 65.52 / 20 * 25 $227,675


0.78 * 181173.68 / 60 * 25 $58,881


$0 + $713,889 + $227,675+ $58,881

$1,000,445



Status : Original


Original Current






1.86 MI N TO 2.11 MI N OF CO. RD.E

Termini 1.86 MI N TO 2.11 MI N OF CO. RD.E










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 1996892.57 / 60 * 25* 1.1

$228,811


0.25 * 3564 * 65.52 / 20 * 25 $72,973


0.25 * 181173.68 / 60 * 25 $18,872


$0 + $228,811 + $72,973 +$18,872

$320,656



Status : Original


Original Current






2.11 MI N OF CO. RD. E TO T.H. 96 Termini 2.11 MI N OF CO. RD. E TO T.H. 96










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.25 * 2738635.28 / 60 * 25* 1.15

$328,066


0.25 * 2904 * 65.52 / 15 * 25 $79,279


0.25 * 436504.07 / 60 * 25 $45,469


$35,156 + $328,066 +$79,279 + $45,469

$487,970



Status : Original


Original Current






FROM TH 96 TO .12 MI N Termini FROM TH 96 TO .12 MI N










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.12 * 4225495.41 / 60 * 25* 1.15

$242,966


0.12 * 3696 * 65.52 / 15 * 25 $48,432


0.12 * 566370.18 / 60 * 25 $28,319


$35,156 + $242,966 +$48,432 + $28,319

$354,873



Status : Original


Original Current






FROM 0.12 MI N OF TH 96 TO 0.5MI N OF TH 96.

Termini FROM 0.12 MI N OF TH 96 TO 0.5MI N OF TH 96.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.38 * 4225495.41 / 60 * 25* 1.15

$769,392


0.38 * 3696 * 65.52 / 15 * 25 $153,369


0.38 * 566370.18 / 60 * 25 $89,675


$0 + $769,392 + $153,369+ $89,675

$1,012,436



Status : Original


Original Current






0.5 MI NO OF TH 96 TO SO LIMNORTH OAKS

Termini 0.5 MI NO OF TH 96 TO SO LIMNORTH OAKS










Comments


Segment Override


Status: Original

Original Current


691419R USDOT Number 691419R


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.1 * 4225495.41 / 60 * 25 *1.15

$202,472


0.1 * 3696 * 65.52 / 15 * 25 $40,360


0.1 * 566370.18 / 60 * 25 $23,599


275000 / 25 * 25 $275,000


64 * 1350 / 25 * 25 $86,400


$0 + $202,472 + $40,360 +$23,599 + $275,000 +$86,400

$627,831



Status : Original


Original Current






SO LIMS NORTH OAKS TO 0.60 MINORTH

Termini SO LIMS NORTH OAKS TO 0.60 MINORTH










SURFACE CONSTRUCTION USINGSTATE AID FUNDS WAS MINORSPOT PATCHING ONLY--NOT FULLSURFACING PROJECT. EXISTING2 SCREEN SURFACING DATELEFT AS 1992. 4/19/07 SL

Comments SURFACE CONSTRUCTION USINGSTATE AID FUNDS WAS MINORSPOT PATCHING ONLY--NOT FULLSURFACING PROJECT. EXISTING2 SCREEN SURFACING DATELEFT AS 1992. 4/19/07 SL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 1996892.57 / 60 * 25 *1.1

$549,145


0.6 * 3564 * 65.52 / 20 * 25 $175,135


0.6 * 181173.68 / 60 * 25 $45,293


$0 + $549,145 + $175,135+ $45,293

$769,573



Status : Original


Original Current






0.6 MI N OF S LIMS NORTH OAKSTO CO. RD. H2

Termini 0.6 MI N OF S LIMS NORTH OAKSTO CO. RD. H2










SURFACE CONSTRUCTION USINGSTATE AID FUNDS WAS MINORSPOT PATCHING ONLY--NOT FULLSURFACING PROJECT. EXISTING2 SCREEN SURFACING DATELEFT AS 1992. 4/19/07 SL

Comments SURFACE CONSTRUCTION USINGSTATE AID FUNDS WAS MINORSPOT PATCHING ONLY--NOT FULLSURFACING PROJECT. EXISTING2 SCREEN SURFACING DATELEFT AS 1992. 4/19/07 SL


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 1996892.57 / 60 * 25 *1.1

$274,573


0.3 * 3564 * 65.52 / 20 * 25 $87,567


0.3 * 181173.68 / 60 * 25 $22,647


$0 + $274,573 + $87,567 +$22,647

$384,787



Status : Original


Original Current






CO. RD. H2 TO 0.30 MI N Termini CO. RD. H2 TO 0.30 MI N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 2738635.28 / 60 * 25 *1.15

$393,679


0.3 * 2904 * 65.52 / 15 * 25 $95,135


0.3 * 436504.07 / 60 * 25 $54,563


$0 + $393,679 + $95,135 +$54,563

$543,377



Status : Original


Original Current






0.30 TO 0.60 MI N OF CO. RD. H2 Termini 0.30 TO 0.60 MI N OF CO. RD. H2










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 2738635.28 / 60 * 25 *1.15

$393,679


0.3 * 2904 * 65.52 / 15 * 25 $95,135


0.3 * 436504.07 / 60 * 25 $54,563


$0 + $393,679 + $95,135 +$54,563

$543,377



Status : Original


Original Current






0.60 TO 0.97 MI N OF CO. RD. H2 Termini 0.60 TO 0.97 MI N OF CO. RD. H2










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.37 * 2738635.28 / 60 * 25* 1.15

$485,537


0.37 * 2904 * 65.52 / 15 * 25 $117,333


0.37 * 436504.07 / 60 * 25 $67,294


$0 + $485,537 + $117,333+ $67,294

$670,164



Status : Original


Original Current






0.97 MI N OF CO. RD. H2 TO CO.RD. J

Termini 0.97 MI N OF CO. RD. H2 TO CO.RD. J










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.38 * 2738635.28 / 60 * 25* 1.15

$498,660


0.38 * 2904 * 65.52 / 15 * 25 $120,504


0.38 * 436504.07 / 60 * 25 $69,113


$0 + $498,660 + $120,504+ $69,113

$688,277



Status : Original


Original Current






OTTER LAKE ROAD - HIGHWAY 96TO GOOSE LAKE ROAD

Termini OTTER LAKE ROAD - HIGHWAY 96TO GOOSE LAKE ROAD










Comments


Segment Override


Status: Original

Original Current



061375E USDOT Number 061375E


2 Mainline Tracks 2




Last Year Surfaced


Comments



Computation Result


1 * 56250 / 40 * 25 $35,156


0.86 * 1996892.57 / 60 * 25* 1.1

$787,108


0.86 * 3564 * 65.52 / 20 * 25 $251,027


0.86 * 181173.68 / 60 * 25 $64,921


325000 / 25 * 25 $325,000


42 * 1350 / 25 * 25 $56,700


$35,156 + $787,108 +$251,027 + $64,921 +$325,000 + $56,700

$1,519,912



Status : Original


Original Current






OTTER LAKE RD. - T.H. 96 TOBIRCH LAKE BLVD.

Termini OTTER LAKE RD. - T.H. 96 TOBIRCH LAKE BLVD.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.42 * 1996892.57 / 60 * 25* 1.1

$384,402


0.42 * 3564 * 65.52 / 20 * 25 $122,594


0.42 * 181173.68 / 60 * 25 $31,705


$35,156 + $384,402 +$122,594 + $31,705

$573,857



Status : Original


Original Current






OTTER LAKE RD. - BIRCH LAKEBLVD. TO SOO LINE RR

Termini OTTER LAKE RD. - BIRCH LAKEBLVD. TO SOO LINE RR










Comments


Segment Override


Status: Original

Original Current


691421S USDOT Number 691421S


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.52 * 1996892.57 / 60 * 25* 1.1

$475,926


0.52 * 3564 * 65.52 / 20 * 25 $151,784


0.52 * 181173.68 / 60 * 25 $39,254


275000 / 25 * 25 $275,000


37 * 1350 / 25 * 25 $49,950


$0 + $475,926 + $151,784+ $39,254 + $275,000 +$49,950

$991,914



Status : Original


Original Current






SOO LINE RR TO CO. RD. H2 Termini SOO LINE RR TO CO. RD. H2










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.9 * 1021937.01 / 60 * 25 *1.1

$421,549


0.9 * 2376 * 65.52 / 20 * 25 $175,135


0.9 * 85357.87 / 60 * 25 $32,009


$0 + $421,549 + $175,135+ $32,009

$628,693



Status : Original


Original Current






CO. RD. H2 TO FAI 35 E Termini CO. RD. H2 TO FAI 35 E













Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.4 * 1021937.01 / 60 * 25 *1.1

$655,743


1.4 * 2376 * 65.52 / 20 * 25 $272,432


1.4 * 85357.87 / 60 * 25 $49,792


$0 + $655,743 + $272,432+ $49,792

$977,967



Status : Original


Original Current






CO RD E TO 0.21 MI N Termini CO RD E TO 0.21 MI N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.21 * 2738635.28 / 60 * 25* 1.15

$275,575


0.21 * 2904 * 65.52 / 15 * 25 $66,595


0.21 * 436504.07 / 60 * 25 $38,194


$0 + $275,575 + $66,595 +$38,194

$380,364



Status : Original


Original Current






JOHNSON PKWY. - MINNEHAHAAVE. TO E. 7 TH. ST.

Termini JOHNSON PKWY. - MINNEHAHAAVE. TO E. 7 TH. ST.










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.25 * 4225495.41 / 60 * 25* 1.15

$506,179


0.25 * 3696 * 65.52 / 15 * 25 $100,901


0.25 * 566370.18 / 60 * 25 $58,997


$70,313 + $506,179 +$100,901 + $58,997

$736,390



Status : Original


Original Current






JOHNSON PKWY. - E. 7 TH. TOCASE AVE.

Termini JOHNSON PKWY. - E. 7 TH. TOCASE AVE.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.16 * 4225495.41 / 60 * 25* 1.15

$323,955


0.16 * 3696 * 65.52 / 15 * 25 $64,577


0.16 * 566370.18 / 60 * 25 $37,758


$35,156 + $323,955 +$64,577 + $37,758

$461,446



Status : Original


Original Current






JOHNSON PKWY. - CASE AVE. TOMAGNOLIA AVE.

Termini JOHNSON PKWY. - CASE AVE. TOMAGNOLIA AVE.










Comments


Segment Override


Original Current


0.45 Milepoint 0.45


Feature Crossed

Type of Service

Number of Spans

73 Bridge Length 73



Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.34 * 4225495.41 / 60 * 25* 1.15

$688,404


0.34 * 3696 * 65.52 / 15 * 25 $137,225


0.34 * 566370.18 / 60 * 25 $80,236


73 * 59.5 * 152 / 80 * 25 *1.15

$237,264


$0 + $688,404 + $137,225+ $80,236 + $237,264

$1,143,129



Status : Original


Original Current






JOHNSON PKWY TO MARYLANDAVE.

Termini JOHNSON PKWY TO MARYLANDAVE.










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.25 * 1996892.57 / 60 * 25* 1.1

$228,811


0.25 * 3564 * 65.52 / 20 * 25 $72,973


0.25 * 181173.68 / 60 * 25 $18,872


$105,469 + $228,811 +$72,973 + $18,872

$426,125



Status : Original


Original Current






MARYLAND AVE. TO ARLINGTONAVE.

Termini MARYLAND AVE. TO ARLINGTONAVE.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.55 * 2738635.28 / 60 * 25* 1.15

$721,745


0.55 * 2904 * 65.52 / 15 * 25 $174,414


0.55 * 436504.07 / 60 * 25 $100,032


$35,156 + $721,745 +$174,414 + $100,032

$1,031,347



Status : Original


Original Current






ARLINGTON TO IDAHO AVE Termini ARLINGTON TO IDAHO AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 2738635.28 / 60 * 25 *1.15

$524,905


0.4 * 2904 * 65.52 / 15 * 25 $126,847


0.4 * 436504.07 / 60 * 25 $72,751


$0 + $524,905 + $126,847+ $72,751

$724,503



Status : Original


Original Current






IDAHO AVE TO LARPENTEURAVE.

Termini IDAHO AVE TO LARPENTEURAVE.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.15 * 2738635.28 / 60 * 25* 1.15

$196,839


0.15 * 2904 * 65.52 / 15 * 25 $47,568


0.15 * 436504.07 / 60 * 25 $27,282


$0 + $196,839 + $47,568 +$27,282

$271,689



Status : Original


Original Current






UPPER AFTON RD TO BURNS AVE Termini UPPER AFTON RD TO BURNS AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.35 * 2738635.28 / 60 * 25* 1.15

$459,292


0.35 * 2904 * 65.52 / 15 * 25 $110,991


0.35 * 436504.07 / 60 * 25 $63,657


$0 + $459,292 + $110,991+ $63,657

$633,940



Status : Original


Original Current






BURNS AVE TO I-94 Termini BURNS AVE TO I-94










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.21 * 4225495.41 / 60 * 25* 1.15

$425,190


0.21 * 3696 * 65.52 / 15 * 25 $84,757


0.21 * 566370.18 / 60 * 25 $49,557


$105,469 + $425,190 +$84,757 + $49,557

$664,973



Status : Revised


Original Current






I-94 TO OLD HUDSON RD Termini I-94 TO OLD HUDSON RD










RECONSTRUCTED IN 2016- SP062-665-052 AND SP 164-020-138.

Comments RECONSTRUCTED IN 2016- SP062-665-052 AND SP 164-020-138.


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.08 * 5259942.61 / 60 * 25* 1.15

$201,631


0.08 * 4488 * 65.52 / 15 * 25 $39,207


0.08 * 883293.09 / 60 * 25 $29,443


$140,625 + $201,631 +$39,207 + $29,443

$410,906



Status : Revised


Original Current






OLD HUDSON RD TO 3RD ST Termini OLD HUDSON RD TO 3RD ST










RECONSTRUCTED IN 2016- SP062-665-052 AND SP 164-020-138

Comments RECONSTRUCTED IN 2016- SP062-665-052 AND SP 164-020-138


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.26 * 5259942.61 / 60 * 25* 1.15

$655,301


0.26 * 4488 * 65.52 / 15 * 25 $127,423


0.26 * 883293.09 / 60 * 25 $95,690


$70,313 + $655,301 +$127,423 + $95,690

$948,727



Status : Revised


Original Current






3RD ST TO MINNEHAHA AVE Termini 3RD ST TO MINNEHAHA AVE










RECONSTRUCTED IN 2016- SP062-665-052 AND SP 14-020-138

Comments RECONSTRUCTED IN 2016- SP062-665-052 AND SP 14-020-138


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.45 * 4225495.41 / 60 * 25* 1.15

$911,122


0.45 * 3696 * 65.52 / 15 * 25 $181,621


0.45 * 566370.18 / 60 * 25 $106,194


$70,313 + $911,122 +$181,621 + $106,194

$1,269,250



Status : Revised


Original Current






MINNEHAHA TO AMES AVE Termini MINNEHAHA TO AMES AVE










RECONSTRUCTED 2016- SP 062-665-052 AND SP 164-020-138.

Comments RECONSTRUCTED 2016- SP 062-665-052 AND SP 164-020-138.


Segment Override



Computation Result


5 * 56250 / 40 * 25 $175,781


0.6 * 4225495.41 / 60 * 25 *1.15

$1,214,830


0.6 * 3696 * 65.52 / 15 * 25 $242,162


0.6 * 566370.18 / 60 * 25 $141,593


$175,781 + $1,214,830 +$242,162 + $141,593

$1,774,366



Status : Original


Original Current






AMES AVE TO 0.20 MI NO Termini AMES AVE TO 0.20 MI NO










Comments


Segment Override


Original Current




UP RR Feature Crossed UP RR

Type of Service

Number of Spans




Comments




Computation Result


1 * 56250 / 40 * 25 $35,156


0.2 * 4225495.41 / 60 * 25 *1.15

$404,943


0.2 * 3696 * 65.52 / 15 * 25 $80,721


0.2 * 566370.18 / 60 * 25 $47,198


135.2 * 70.3 * 152 / 80 * 25* 1.15

$519,187


$35,156 + $404,943 +$80,721 + $47,198 +$519,187

$1,087,205



Status : Original


Original Current






0.2 MI N OF AMES TO 0.31 MI N OFAMES

Termini 0.2 MI N OF AMES TO 0.31 MI N OFAMES










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.11 * 4225495.41 / 60 * 25* 1.15

$222,719


0.11 * 3696 * 65.52 / 15 * 25 $44,396


0.11 * 566370.18 / 60 * 25 $25,959


$0 + $222,719 + $44,396 +$25,959

$293,074



Status : Original


Original Current






WHITE BEAR AVE - 0.31 MI NO OFAMES TO 420' N OF MARYLAND

Termini WHITE BEAR AVE - 0.31 MI NO OFAMES TO 420' N OF MARYLAND










SP 62-665-042, 2007 Comments SP 62-665-042, 2007


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.16 * 4225495.41 / 60 * 25* 1.15

$323,955


0.16 * 3696 * 65.52 / 15 * 25 $64,577


0.16 * 566370.18 / 60 * 25 $37,758


$70,313 + $323,955 +$64,577 + $37,758

$496,603



Status : Original


Original Current






WHITE BEAR AVE - 420' N OFMARYLAND AVE TO IDAHO AVE

Termini WHITE BEAR AVE - 420' N OFMARYLAND AVE TO IDAHO AVE










Comments


Segment Override



Computation Result


6 * 56250 / 40 * 25 $210,938


0.8 * 4225495.41 / 60 * 25 *1.15

$1,619,773


0.8 * 3696 * 65.52 / 15 * 25 $322,883


0.8 * 566370.18 / 60 * 25 $188,790


$210,938 + $1,619,773 +$322,883 + $188,790

$2,342,384



Status : Original


Original Current






IDAHO AVE TO LARPENTEURAVE.

Termini IDAHO AVE TO LARPENTEURAVE.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.12 * 4225495.41 / 60 * 25* 1.15

$242,966


0.12 * 3696 * 65.52 / 15 * 25 $48,432


0.12 * 566370.18 / 60 * 25 $28,319


$35,156 + $242,966 +$48,432 + $28,319

$354,873



Status : Original


Original Current






LARPENTEUR AVE. TO FROSTAVE.

Termini LARPENTEUR AVE. TO FROSTAVE.










Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


$140,625 + $1,012,358 +$201,802 + $117,994

$1,472,779



Status : Original


Original Current






FROST AVE. TO 0.03 MI N Termini FROST AVE. TO 0.03 MI N










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.03 * 5259942.61 / 60 * 25* 1.15

$75,612


0.03 * 4488 * 65.52 / 15 * 25 $14,703


0.03 * 883293.09 / 60 * 25 $11,041


$35,156 + $75,612 +$14,703 + $11,041

$136,512



Status : Original


Original Current






0.03 MI N FROST AVE. TO 0.13 MI SOF CO. RD. B

Termini 0.03 MI N FROST AVE. TO 0.13 MI SOF CO. RD. B










Comments


Segment Override


Original Current


4.07 Milepoint 4.07


Feature Crossed

Type of Service

Number of Spans


12 Bridge Width 12


Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.34 * 5259942.61 / 60 * 25* 1.15

$856,932


0.34 * 4488 * 65.52 / 15 * 25 $166,630


0.34 * 883293.09 / 60 * 25 $125,133


282 * 12 * 138 / 80 * 25 *1.15

$167,825


$0 + $856,932 + $166,630+ $125,133 + $167,825

$1,316,520



Status : Original


Original Current






0.13 MI S OF CO. RD. B TO 0.10 MIN OF CO. RD. B

Termini 0.13 MI S OF CO. RD. B TO 0.10 MIN OF CO. RD. B










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.23 * 5259942.61 / 60 * 25* 1.15

$579,690


0.23 * 4488 * 65.52 / 15 * 25 $112,721


0.23 * 883293.09 / 60 * 25 $84,649


$70,313 + $579,690 +$112,721 + $84,649

$847,373



Status : Original


Original Current






0.10 MI NO OF CO. RD. B TO COPEAVE.

Termini 0.10 MI NO OF CO. RD. B TO COPEAVE.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.16 * 5259942.61 / 60 * 25* 1.15

$403,262


0.16 * 4488 * 65.52 / 15 * 25 $78,414


0.16 * 883293.09 / 60 * 25 $58,886


$35,156 + $403,262 +$78,414 + $58,886

$575,718



Status : Original


Original Current






COPE AVE TO 0.87 MI SO OF CO.RD. C

Termini COPE AVE TO 0.87 MI SO OF CO.RD. C










Comments


Segment Override



Computation Result


5 * 56250 / 40 * 25 $175,781


0.06 * 5259942.61 / 60 * 25* 1.15

$151,223


0.06 * 4488 * 65.52 / 15 * 25 $29,405


0.06 * 883293.09 / 60 * 25 $22,082


$175,781 + $151,223 +$29,405 + $22,082

$378,491



Status : Original


Original Current






0.87 MI TO 0.63 MI SO OF CO. RD.C

Termini 0.87 MI TO 0.63 MI SO OF CO. RD.C










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.24 * 5259942.61 / 60 * 25* 1.15

$604,893


0.24 * 4488 * 65.52 / 15 * 25 $117,622


0.24 * 883293.09 / 60 * 25 $88,329


$70,313 + $604,893 +$117,622 + $88,329

$881,157



Status : Original


Original Current

















Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.15 * 5259942.61 / 60 * 25* 1.15

$378,058


0.15 * 4488 * 65.52 / 15 * 25 $73,513


0.15 * 883293.09 / 60 * 25 $55,206


$70,313 + $378,058 +$73,513 + $55,206

$577,090



Status : Original


Original Current

















Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.46 * 5259942.61 / 60 * 25* 1.15

$1,159,379


0.46 * 4488 * 65.52 / 15 * 25 $225,441


0.46 * 883293.09 / 60 * 25 $169,298


$0 + $1,159,379 + $225,441+ $169,298

$1,554,118



Status : Original


Original Current






0.02 MI SO TO 0.06 MI NO OF CO.RD. C

Termini 0.02 MI SO TO 0.06 MI NO OF CO.RD. C










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.08 * 5259942.61 / 60 * 25* 1.15

$201,631


0.08 * 4488 * 65.52 / 15 * 25 $39,207


0.08 * 883293.09 / 60 * 25 $29,443


$70,313 + $201,631 +$39,207 + $29,443

$340,594



Status : Original


Original Current






0.06 MI NO OF CO RD C TOKOHLMAN AVE

Termini 0.06 MI NO OF CO RD C TOKOHLMAN AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 5259942.61 / 60 * 25* 1.15

$201,631


0.08 * 4488 * 65.52 / 15 * 25 $39,207


0.08 * 883293.09 / 60 * 25 $29,443


$0 + $201,631 + $39,207 +$29,443

$270,281



Status : Original


Original Current






KOHLMAN AVE TO RADATZ Termini KOHLMAN AVE TO RADATZ










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.24 * 5259942.61 / 60 * 25* 1.15

$604,893


0.24 * 4488 * 65.52 / 15 * 25 $117,622


0.24 * 883293.09 / 60 * 25 $88,329


$0 + $604,893 + $117,622+ $88,329

$810,844



Status : Original


Original Current






WHITE BEAR AVE - RADATZ TOBEAM AVE

Termini WHITE BEAR AVE - RADATZ TOBEAM AVE










RECONSTRUCTED UNDER SAP62-665-44, 2010.

ADQ. THEREFORE C&G NEEDSREMOVED. MPK 2010.

Comments RECONSTRUCTED UNDER SAP62-665-44, 2010.



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.13 * 5259942.61 / 60 * 25* 1.15

$327,651


0.13 * 4488 * 65.52 / 15 * 25 $63,712


0.13 * 883293.09 / 60 * 25 $47,845


$0 + $327,651 + $63,712 +$47,845

$439,208



Status : Original


Original Current






WHITE BEAR AVE - BEAM AVE TOS RAMPS 694

Termini WHITE BEAR AVE - BEAM AVE TOS RAMPS 694










RECONSTRUCTED UNDER SAP62-665-44, 2010.


Comments RECONSTRUCTED UNDER SAP62-665-44, 2010.



Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.59 * 5259942.61 / 60 * 25* 1.15

$1,487,030


0.59 * 4488 * 65.52 / 15 * 25 $289,153


0.59 * 883293.09 / 60 * 25 $217,143


$0 + $1,487,030 + $289,153+ $217,143

$1,993,326



Status : Original


Original Current






WHITE BEAR AVE - S RAMPS 694TO N RAMPS 694

Termini WHITE BEAR AVE - S RAMPS 694TO N RAMPS 694










Comments

82000 Interchange Override 82000

Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.1 * 5259942.61 / 60 * 25 *1.15

$252,039


0.1 * 4488 * 65.52 / 15 * 25 $49,009


0.1 * 883293.09 / 60 * 25 $36,804

Interchange Override Override non-preservationcosts if greater

(82000 / 60 * 25) > 429468= false

$0

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Interchange Override

$140,625 + $252,039 +$49,009 + $36,804 + $0

$478,477



Status : Original


Original Current






WHITE BEAR AVE -N RAMPS 694TO BUERKLE RD

Termini WHITE BEAR AVE -N RAMPS 694TO BUERKLE RD










Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.09 * 5259942.61 / 60 * 25* 1.15

$226,835


0.09 * 4488 * 65.52 / 15 * 25 $44,108


0.09 * 883293.09 / 60 * 25 $33,123


$140,625 + $226,835 +$44,108 + $33,123

$444,691



Status : Original


Original Current






WHITE BEAR AVE - BUERKLE RDTO CO RD E

Termini WHITE BEAR AVE - BUERKLE RDTO CO RD E










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.8 * 4225495.41 / 60 * 25 *1.15

$1,619,773


0.8 * 3696 * 65.52 / 15 * 25 $322,883


0.8 * 566370.18 / 60 * 25 $188,790


$105,469 + $1,619,773 +$322,883 + $188,790

$2,236,915



Status : Original


Original Current


1 Segment Length 1




CO RD E TO CO RD F Termini CO RD E TO CO RD F










Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


1 * 2738635.28 / 60 * 25 *1.15

$1,312,263


1 * 2904 * 65.52 / 15 * 25 $317,117


1 * 436504.07 / 60 * 25 $181,877


$140,625 + $1,312,263 +$317,117 + $181,877

$1,951,882



Status : Original


Original Current






CO RD F TO FLORAL DRIVE Termini CO RD F TO FLORAL DRIVE













Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.07 * 2738635.28 / 60 * 25* 1.15

$91,858


0.07 * 2904 * 65.52 / 15 * 25 $22,198


0.07 * 436504.07 / 60 * 25 $12,731


$35,156 + $91,858 +$22,198 + $12,731

$161,943



Status : Original


Original Current






FLORAL DRIVE TO TH 61 Termini FLORAL DRIVE TO TH 61













Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.96 * 2738635.28 / 60 * 25* 1.15

$1,259,772


0.96 * 2904 * 65.52 / 15 * 25 $304,432


0.96 * 436504.07 / 60 * 25 $174,602


$35,156 + $1,259,772 +$304,432 + $174,602

$1,773,962



Status : Original


Original Current






9TH ST TO N LIMS WHITE BEARLAKE

Termini 9TH ST TO N LIMS WHITE BEARLAKE












Segment Override


Status: Original

Original Current




10 Mainline Tracks 10




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 1021937.01 / 60 * 25 *1.1

$187,355


0.4 * 2376 * 65.52 / 20 * 25 $77,838


0.4 * 85357.87 / 60 * 25 $14,226


275000 / 25 * 25 $275,000


37 * 1350 / 25 * 25 $49,950


$0 + $187,355 + $77,838 +$14,226 + $275,000 +$49,950

$604,369



Status : Original


Original Current






N LIM WHITE BEAR TO BALDEAGLE BLVD.

Termini N LIM WHITE BEAR TO BALDEAGLE BLVD.












Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.2 * 1021937.01 / 60 * 25 *1.1

$93,678


0.2 * 2376 * 65.52 / 20 * 25 $38,919


0.2 * 85357.87 / 60 * 25 $7,113


$0 + $93,678 + $38,919 +$7,113

$139,710



Status : Original


Original Current






CARVER AVE. TO HIGHWOODAVE.

Termini CARVER AVE. TO HIGHWOODAVE.










OVERLAY 62-668-48, 2008 Comments OVERLAY 62-668-48, 2008


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.74 * 2738635.28 / 60 * 25* 1.15

$971,074


0.74 * 2904 * 65.52 / 15 * 25 $234,666


0.74 * 436504.07 / 60 * 25 $134,589


$0 + $971,074 + $234,666+ $134,589

$1,340,329



Status : Original


Original Current






HIGHWOOD AVE. TO LINWOODAVE.

Termini HIGHWOOD AVE. TO LINWOODAVE.










SAP 62-668-047, 2007 Comments SAP 62-668-047, 2007


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1021937.01 / 60 * 25 *1.1

$234,194


0.5 * 2376 * 65.52 / 20 * 25 $97,297


0.5 * 85357.87 / 60 * 25 $17,783


$0 + $234,194 + $97,297 +$17,783

$349,274



Status : Original


Original Current






LINWOOD AVE. TO MAILAND RD. Termini LINWOOD AVE. TO MAILAND RD.










SAP 62-668-047, 2007 Comments SAP 62-668-047, 2007


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1021937.01 / 60 * 25 *1.1

$234,194


0.5 * 2376 * 65.52 / 20 * 25 $97,297


0.5 * 85357.87 / 60 * 25 $17,783


$0 + $234,194 + $97,297 +$17,783

$349,274



Status : Original


Original Current






MAILAND RD TO 0.23 MI N Termini MAILAND RD TO 0.23 MI N










SAP 62-668-047, 2007 Comments SAP 62-668-047, 2007


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.23 * 2738635.28 / 60 * 25* 1.15

$301,820


0.23 * 2904 * 65.52 / 15 * 25 $72,937


0.23 * 436504.07 / 60 * 25 $41,832


$0 + $301,820 + $72,937 +$41,832

$416,589



Status : Original


Original Current






0.23 MI N MAILAND RD TO.10MILES NORTH OF LOWER AFTONRD.

Termini 0.23 MI N MAILAND RD TO.10MILES NORTH OF LOWER AFTONRD.










CONST UNDER 62-668-043 Comments CONST UNDER 62-668-043


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.3 * 4225495.41 / 60 * 25 *1.15

$607,415


0.3 * 3696 * 65.52 / 15 * 25 $121,081


0.3 * 566370.18 / 60 * 25 $70,796


$70,313 + $607,415 +$121,081 + $70,796

$869,605



Status : Original


Original Current






0.10 MILES NORTH OFLOWERAFTON RD. TO UPPER AFTON RD.

Termini 0.10 MILES NORTH OFLOWERAFTON RD. TO UPPER AFTON RD.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.47 * 4225495.41 / 60 * 25* 1.15

$951,617


0.47 * 3696 * 65.52 / 15 * 25 $189,694


0.47 * 566370.18 / 60 * 25 $110,914


$0 + $951,617 + $189,694+ $110,914

$1,252,225



Status : Original


Original Current






UPPER AFTON RD. TO BURNSAVE.

Termini UPPER AFTON RD. TO BURNSAVE.










SAP 062-668-050BITUMINOUS OVERLAY

Comments SAP 062-668-050BITUMINOUS OVERLAY


Segment Override


Original Current


3.01 Milepoint 3.01


BATTLE CREEK Feature Crossed BATTLE CREEK

Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 1996892.57 / 60 * 25 *1.1

$457,621


0.5 * 3564 * 65.52 / 20 * 25 $145,946


0.5 * 181173.68 / 60 * 25 $37,745


260 * 65.99992924 * 15.47 /100 * 25 * 1.15

$76,321


$35,156 + $457,621 +$145,946 + $37,745 +$76,321

$752,789



Status : Original


Original Current






BURNS AVE TO 0.20 MI N Termini BURNS AVE TO 0.20 MI N










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.2 * 4225495.41 / 60 * 25 *1.15

$404,943


0.2 * 3696 * 65.52 / 15 * 25 $80,721


0.2 * 566370.18 / 60 * 25 $47,198


$105,469 + $404,943 +$80,721 + $47,198

$638,331



Status : Original


Original Current






0.20 MI N OF BURNS TO CONWAYST

Termini 0.20 MI N OF BURNS TO CONWAYST










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.3 * 5259942.61 / 60 * 25 *1.15

$756,117


0.3 * 4488 * 65.52 / 15 * 25 $147,027


0.3 * 883293.09 / 60 * 25 $110,412


$105,469 + $756,117 +$147,027 + $110,412

$1,119,025



Status : Original


Original Current






CONWAY ST TO MINNEHAHA AVE. Termini CONWAY ST TO MINNEHAHA AVE.










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


$70,313 + $1,012,358 +$201,802 + $117,994

$1,402,467



Status : Original


Original Current






TH 5 TO 0.28 MI S OF MARYLAND Termini TH 5 TO 0.28 MI S OF MARYLAND










Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.29 * 4225495.41 / 60 * 25* 1.15

$587,168


0.29 * 3696 * 65.52 / 15 * 25 $117,045


0.29 * 566370.18 / 60 * 25 $68,436


$105,469 + $587,168 +$117,045 + $68,436

$878,118



Status : Original


Original Current






0.28 MI S OF MARYLAND TO 0.46MI S OF LARPENTEUR AVE.

Termini 0.28 MI S OF MARYLAND TO 0.46MI S OF LARPENTEUR AVE.










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.94 * 4225495.41 / 60 * 25* 1.15

$1,903,234


0.94 * 3696 * 65.52 / 15 * 25 $379,387


0.94 * 566370.18 / 60 * 25 $221,828


$70,313 + $1,903,234 +$379,387 + $221,828

$2,574,762



Status : Original


Original Current






0.46 MI S TO LARPENTEUR AVE. Termini 0.46 MI S TO LARPENTEUR AVE.










Comments


Segment Override


Original Current




UP RR Feature Crossed UP RR

Type of Service

Number of Spans




Comments




Computation Result


1 * 56250 / 40 * 25 $35,156


0.46 * 4225495.41 / 60 * 25* 1.15

$931,370


0.46 * 3696 * 65.52 / 15 * 25 $185,657


0.46 * 566370.18 / 60 * 25 $108,554


188.4 * 79.9 * 138 / 80 * 25* 1.15

$746,543


$35,156 + $931,370 +$185,657 + $108,554 +$746,543

$2,007,280



Status : Original


Original Current






LARPENTEUR AVE. TOHOLLOWAY AVE.

Termini LARPENTEUR AVE. TOHOLLOWAY AVE.










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.46 * 4225495.41 / 60 * 25* 1.15

$931,370


0.46 * 3696 * 65.52 / 15 * 25 $185,657


0.46 * 566370.18 / 60 * 25 $108,554


$70,313 + $931,370 +$185,657 + $108,554

$1,295,894



Status : Original


Original Current






HOLLOWAY AVE. TO NO. ST.PAUL RD.

Termini HOLLOWAY AVE. TO NO. ST.PAUL RD.










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.4 * 4225495.41 / 60 * 25 *1.15

$809,887


0.4 * 3696 * 65.52 / 15 * 25 $161,441


0.4 * 566370.18 / 60 * 25 $94,395


$70,313 + $809,887 +$161,441 + $94,395

$1,136,036



Status : Original


Original Current






NO.ST. PAUL RD. TO SOUTH AVE Termini NO.ST. PAUL RD. TO SOUTH AVE










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.09 * 5259942.61 / 60 * 25* 1.15

$226,835


0.09 * 4488 * 65.52 / 15 * 25 $44,108


0.09 * 883293.09 / 60 * 25 $33,123


$70,313 + $226,835 +$44,108 + $33,123

$374,379



Status : Original


Original Current






MCKNIGHT ROAD - SOUTH AVETO 12TH AVE

Termini MCKNIGHT ROAD - SOUTH AVETO 12TH AVE










SP 62-596-01, 2007TH 36 FEDERAL PROJECT

Comments SP 62-596-01, 2007TH 36 FEDERAL PROJECT


Segment Override



Computation Result


7 * 56250 / 40 * 25 $246,094


0.67 * 5259942.61 / 60 * 25* 1.15

$1,688,661


0.67 * 4488 * 65.52 / 15 * 25 $328,360


0.67 * 883293.09 / 60 * 25 $246,586


$246,094 + $1,688,661 +$328,360 + $246,586

$2,509,701



Status : Original


Original Current






12 TH. AVE. TO 13 TH. AVE. Termini 12 TH. AVE. TO 13 TH. AVE.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.07 * 5259942.61 / 60 * 25* 1.15

$176,427


0.07 * 4488 * 65.52 / 15 * 25 $34,306


0.07 * 883293.09 / 60 * 25 $25,763


$0 + $176,427 + $34,306 +$25,763

$236,496



Status : Original


Original Current






13TH AVE TO 0.06 MI NO OFRADATZ AVE

Termini 13TH AVE TO 0.06 MI NO OFRADATZ AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.68 * 4225495.41 / 60 * 25* 1.15

$1,376,807


0.68 * 3696 * 65.52 / 15 * 25 $274,450


0.68 * 566370.18 / 60 * 25 $160,472


$0 + $1,376,807 + $274,450+ $160,472

$1,811,729



Status : Original


Original Current






0.06 MI NO OF RADATZ AVE TOBEAM AVE

Termini 0.06 MI NO OF RADATZ AVE TOBEAM AVE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.06 * 2738635.28 / 60 * 25* 1.15

$78,736


0.06 * 2904 * 65.52 / 15 * 25 $19,027


0.06 * 436504.07 / 60 * 25 $10,913


$0 + $78,736 + $19,027 +$10,913

$108,676



Status : Original


Original Current






BEAM AVE TO COUNTY ROAD D Termini BEAM AVE TO COUNTY ROAD D










Comments


Segment Override


Original Current


8.67 Milepoint 8.67


Feature Crossed

Type of Service

0 Number of Spans 0


12 Bridge Width 12


17.9 VERTICAL CLEARANCE Comments 17.9 VERTICAL CLEARANCE




Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2738635.28 / 60 * 25 *1.15

$656,131


0.5 * 2904 * 65.52 / 15 * 25 $158,558


0.5 * 436504.07 / 60 * 25 $90,938


300.5 * 12 * 138 / 80 * 25 *1.15

$178,835


$0 + $656,131 + $158,558+ $90,938 + $178,835

$1,084,462



Status : Original


Original Current






COUNTY ROAD D TO 0.25 MI NO Termini COUNTY ROAD D TO 0.25 MI NO










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 2738635.28 / 60 * 25* 1.15

$328,066


0.25 * 2904 * 65.52 / 15 * 25 $79,279


0.25 * 436504.07 / 60 * 25 $45,469


$0 + $328,066 + $79,279 +$45,469

$452,814



Status : Original


Original Current






MCKNIGHT ROAD - .25 N COUNTYROAD D TO ORCHARD LANE

Termini MCKNIGHT ROAD - .25 N COUNTYROAD D TO ORCHARD LANE










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 2738635.28 / 60 * 25* 1.15

$328,066


0.25 * 2904 * 65.52 / 15 * 25 $79,279


0.25 * 436504.07 / 60 * 25 $45,469


$0 + $328,066 + $79,279 +$45,469

$452,814



Status : Original


Original Current






MCKNIGHT ROAD - ORCHARDAVE. TO ELM DR.

Termini MCKNIGHT ROAD - ORCHARDAVE. TO ELM DR.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 2738635.28 / 60 * 25* 1.15

$328,066


0.25 * 2904 * 65.52 / 15 * 25 $79,279


0.25 * 436504.07 / 60 * 25 $45,469


$0 + $328,066 + $79,279 +$45,469

$452,814



Status : Original


Original Current






MCKNIGHT ROAD - ELM DR. TOCO RD E

Termini MCKNIGHT ROAD - ELM DR. TOCO RD E










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.24 * 2738635.28 / 60 * 25* 1.15

$314,943


0.24 * 2904 * 65.52 / 15 * 25 $76,108


0.24 * 436504.07 / 60 * 25 $43,650


$35,156 + $314,943 +$76,108 + $43,650

$469,857



Status : Original


Original Current






MCKNIGHT ROAD - CO RD E TOCEDAR ST.

Termini MCKNIGHT ROAD - CO RD E TOCEDAR ST.










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 2738635.28 / 60 * 25 *1.15

$656,131


0.5 * 2904 * 65.52 / 15 * 25 $158,558


0.5 * 436504.07 / 60 * 25 $90,938


$35,156 + $656,131 +$158,558 + $90,938

$940,783



Status : Original


Original Current






MCKNIGHT ROAD - CEDAR AVETO COUNTY ROAD F

Termini MCKNIGHT ROAD - CEDAR AVETO COUNTY ROAD F










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2738635.28 / 60 * 25 *1.15

$656,131


0.5 * 2904 * 65.52 / 15 * 25 $158,558


0.5 * 436504.07 / 60 * 25 $90,938


$0 + $656,131 + $158,558+ $90,938

$905,627



Status : Original


Original Current






CO. RD. E (T.H. 244) TO 0.40 MI N Termini CO. RD. E (T.H. 244) TO 0.40 MI N










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.4 * 1021937.01 / 60 * 25 *1.1

$187,355


0.4 * 2376 * 65.52 / 20 * 25 $77,838


0.4 * 85357.87 / 60 * 25 $14,226


$35,156 + $187,355 +$77,838 + $14,226

$314,575



Status : Original


Original Current






0.40 TO 0.70 M N OF CO. RD. E(T.H. 244)

Termini 0.40 TO 0.70 M N OF CO. RD. E(T.H. 244)










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 1021937.01 / 60 * 25 *1.1

$140,516


0.3 * 2376 * 65.52 / 20 * 25 $58,378


0.3 * 85357.87 / 60 * 25 $10,670


$0 + $140,516 + $58,378 +$10,670

$209,564



Status : Original


Original Current






0.70 MI N OF CO. RD. E (T.H. 244)TO CO. RD. F

Termini 0.70 MI N OF CO. RD. E (T.H. 244)TO CO. RD. F










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.3 * 1021937.01 / 60 * 25 *1.1

$140,516


0.3 * 2376 * 65.52 / 20 * 25 $58,378


0.3 * 85357.87 / 60 * 25 $10,670


$0 + $140,516 + $58,378 +$10,670

$209,564



Status : Revised


Original Current






T.H. 96 TO BUFFALO ST. Termini T.H. 96 TO BUFFALO ST.










Comments


Segment Override


Status: Original

Original Current


691428P USDOT Number 691428P


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1021937.01 / 60 * 25 *1.1

$234,194


0.5 * 2376 * 65.52 / 20 * 25 $97,297


0.5 * 85357.87 / 60 * 25 $17,783


325000 / 25 * 25 $325,000


32 * 1350 / 25 * 25 $43,200


$0 + $234,194 + $97,297 +$17,783 + $325,000 +$43,200

$717,474



Status : Revised


Original Current


1 Segment Length 1




BUFFALO ST. TO SHORT ST. Termini BUFFALO ST. TO SHORT ST.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1 * 1021937.01 / 60 * 25 *1.1

$468,388


1 * 2376 * 65.52 / 20 * 25 $194,594


1 * 85357.87 / 60 * 25 $35,566


$0 + $468,388 + $194,594+ $35,566

$698,548



Status : Original


Original Current






CARVER AVE. TO 0.6 MI N Termini CARVER AVE. TO 0.6 MI N










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.6 * 610216.45 / 60 * 25 *1.1

$167,810


0.6 * 2112 * 65.52 / 20 * 25 $103,784


0.6 * 27775.28 / 60 * 25 $6,944


$0 + $167,810 + $103,784+ $6,944

$278,538



Status : Original


Original Current






HIGHWOOD AVE TO 0.03 MI N OFLINWOOD AVE.

Termini HIGHWOOD AVE TO 0.03 MI N OFLINWOOD AVE.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 2738635.28 / 60 * 25 *1.15

$656,131


0.5 * 2904 * 65.52 / 15 * 25 $158,558


0.5 * 436504.07 / 60 * 25 $90,938


$0 + $656,131 + $158,558+ $90,938

$905,627



Status : Original


Original Current






CENTURY AVE. WILL LANE TORIDGE DRIVE

Termini CENTURY AVE. WILL LANE TORIDGE DRIVE











TURNED BACK TO COUNTIES IN2002. HALF RAMSEY AND HALFWASHINGTON.TH 120 TB FROM LOWER AFTONRD TO WOODBINE AV FOR 1.20 MISPLIT 50/50 WITH WASHINGTONCO

TB CONST SP 62-672-004, 2008

Comments TURNED BACK TO COUNTIES IN2002. HALF RAMSEY AND HALFWASHINGTON.TH 120 TB FROM LOWER AFTONRD TO WOODBINE AV FOR 1.20 MISPLIT 50/50 WITH WASHINGTONCO

TB CONST SP 62-672-004, 2008


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.6 * 2738635.28 / 60 * 25 *1.15

$787,358


0.6 * 2904 * 65.52 / 15 * 25 $190,270


0.6 * 436504.07 / 60 * 25 $109,126


$70,313 + $787,358 +$190,270 + $109,126

$1,157,067



Status : Original


Original Current






CEDAR AVE. TO CO. RD. F Termini CEDAR AVE. TO CO. RD. F










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1021937.01 / 60 * 25 *1.1

$234,194


0.5 * 2376 * 65.52 / 20 * 25 $97,297


0.5 * 85357.87 / 60 * 25 $17,783


$0 + $234,194 + $97,297 +$17,783

$349,274



Status : Revised


Original Current






5TH. AVE. NW TO E LIMS NEWBRIGHTON

Termini 5TH. AVE. NW TO E LIMS NEWBRIGHTON













Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.25 * 4225495.41 / 60 * 25* 1.15

$506,179


0.25 * 3696 * 65.52 / 15 * 25 $100,901


0.25 * 566370.18 / 60 * 25 $58,997


$35,156 + $506,179 +$100,901 + $58,997

$701,233



Status : Original


Original Current






E LIM NEW BRIGHTON TO NEWBRIGHTON RD.

Termini E LIM NEW BRIGHTON TO NEWBRIGHTON RD.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.25 * 4225495.41 / 60 * 25* 1.15

$506,179


0.25 * 3696 * 65.52 / 15 * 25 $100,901


0.25 * 566370.18 / 60 * 25 $58,997


$0 + $506,179 + $100,901+ $58,997

$666,077



Status : Original


Original Current






NEW BRIGHTON RD. TOSNELLING AVE.

Termini NEW BRIGHTON RD. TOSNELLING AVE.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.66 * 2738635.28 / 60 * 25* 1.15

$866,093


0.66 * 2904 * 65.52 / 15 * 25 $209,297


0.66 * 436504.07 / 60 * 25 $120,039


$0 + $866,093 + $209,297+ $120,039

$1,195,429



Status : Original


Original Current






RAYMOND AVE. TO STELLA AVE. Termini RAYMOND AVE. TO STELLA AVE.












Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.5 * 2738635.28 / 60 * 25 *1.15

$656,131


0.5 * 2904 * 65.52 / 15 * 25 $158,558


0.5 * 436504.07 / 60 * 25 $90,938


$35,156 + $656,131 +$158,558 + $90,938

$940,783



Status : Original


Original Current






STELLA AVE TO SNELLING AVE. Termini STELLA AVE TO SNELLING AVE.










Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.62 * 2738635.28 / 60 * 25* 1.15

$813,603


0.62 * 2904 * 65.52 / 15 * 25 $196,612


0.62 * 436504.07 / 60 * 25 $112,764


$0 + $813,603 + $196,612+ $112,764

$1,122,979



Status : Original


Original Current






SNELLING AVE. - COUNTY ROADE TO COUNTY ROAD F

Termini SNELLING AVE. - COUNTY ROADE TO COUNTY ROAD F











Comments


Segment Override


Original Current


0.21 Milepoint 0.21


Feature Crossed

Type of Service

Number of Spans


0 Bridge Width 0


Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.87 * 1021937.01 / 60 * 25* 1.1

$407,497


0.87 * 2376 * 65.52 / 20 * 25 $169,297


0.87 * 85357.87 / 60 * 25 $30,942


61.7 * 0 * 152 / 80 * 25 *1.15

$0


$0 + $407,497 + $169,297+ $30,942 + $0

$607,736



Status : Original


Original Current






CO RD F TO TH 96 Termini CO RD F TO TH 96











Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


1.48 * 1021937.01 / 60 * 25* 1.1

$693,214


1.48 * 2376 * 65.52 / 20 * 25 $288,000


1.48 * 85357.87 / 60 * 25 $52,637


$0 + $693,214 + $288,000+ $52,637

$1,033,851



Status : Original


Original Current






CO RD D TO 6TH ST SW Termini CO RD D TO 6TH ST SW











Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.3 * 4225495.41 / 60 * 25 *1.15

$607,415


0.3 * 3696 * 65.52 / 15 * 25 $121,081


0.3 * 566370.18 / 60 * 25 $70,796


$35,156 + $607,415 +$121,081 + $70,796

$834,448



Status : Original


Original Current






6TH ST SW TO 3RD ST SW Termini 6TH ST SW TO 3RD ST SW











Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.4 * 4225495.41 / 60 * 25 *1.15

$809,887


0.4 * 3696 * 65.52 / 15 * 25 $161,441


0.4 * 566370.18 / 60 * 25 $94,395


$0 + $809,887 + $161,441+ $94,395

$1,065,723



Status : Original


Original Current






3RD ST SW TO 2ND ST NW Termini 3RD ST SW TO 2ND ST NW











2013 SP 062-677-027 CONCRETEJT & WALK REPAIRS

DELETED RR/HWY BRIDGE 2010

Comments 2013 SP 062-677-027 CONCRETEJT & WALK REPAIRS

DELETED RR/HWY BRIDGE 2010


Segment Override


Original Current


0.97 Milepoint 0.97


Feature Crossed

Type of Service

0 Number of Spans 0

70 Bridge Length 70



Comments



Original Current


0.99 Milepoint 0.99



Type of Service


23 Culvert Width 23

3.333 Culvert Height 3.333




ARCH Comments ARCH




Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


70 * 37.5 * 152 / 80 * 25 *1.15

$143,391


200 * 76.659 * 15.47 / 100 *25 * 1.15

$68,190

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Bridge + Culvert

$0 + $1,012,358 + $201,802+ $117,994 + $143,391 +$68,190

$1,543,735



Status : Original


Original Current






2ND ST NW TO MINN TRANSFERRR BRIDGE (4533)

Termini 2ND ST NW TO MINN TRANSFERRR BRIDGE (4533)











Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.57 * 2738635.28 / 60 * 25* 1.15

$747,990


0.57 * 2904 * 65.52 / 15 * 25 $180,757


0.57 * 436504.07 / 60 * 25 $103,670


$0 + $747,990 + $180,757+ $103,670

$1,032,417



Status : Original


Original Current






MINN TRANSFER BR TO 7TH STN.W

Termini MINN TRANSFER BR TO 7TH STN.W










CONST UNDER 62-677-23 Comments CONST UNDER 62-677-23


Segment Override


Original Current


1.82 Milepoint 1.82


MC RY Feature Crossed MC RY

Type of Service

Number of Spans




Comments




Computation Result


2 * 56250 / 40 * 25 $70,313


0.14 * 2738635.28 / 60 * 25* 1.15

$183,717


0.14 * 2904 * 65.52 / 15 * 25 $44,396


0.14 * 436504.07 / 60 * 25 $25,463


65.9 * 63.5 * 152 / 80 * 25 *1.15

$228,587


$70,313 + $183,717 +$44,396 + $25,463 +$228,587

$552,476



Status : Original


Original Current






7TH ST NW TO 10TH ST NW Termini 7TH ST NW TO 10TH ST NW











Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.28 * 2738635.28 / 60 * 25* 1.15

$367,434


0.28 * 2904 * 65.52 / 15 * 25 $88,793


0.28 * 436504.07 / 60 * 25 $50,925


$35,156 + $367,434 +$88,793 + $50,925

$542,308



Status : Original


Original Current






10TH ST NW TO FAI 694 Termini 10TH ST NW TO FAI 694











Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.13 * 2738635.28 / 60 * 25* 1.15

$170,594


0.13 * 2904 * 65.52 / 15 * 25 $41,225


0.13 * 436504.07 / 60 * 25 $23,644


$35,156 + $170,594 +$41,225 + $23,644

$270,619



Status : Original


Original Current






OLD HIGHWAY 8 - I694 TO .08MILES NORTH

Termini OLD HIGHWAY 8 - I694 TO .08MILES NORTH











ASSUMED LOCAL CONST, DMG2007

Comments ASSUMED LOCAL CONST, DMG2007


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 2738635.28 / 60 * 25* 1.15

$104,981


0.08 * 2904 * 65.52 / 15 * 25 $25,369


0.08 * 436504.07 / 60 * 25 $14,550


$0 + $104,981 + $25,369 +$14,550

$144,900



Status : Original


Original Current






0.08 MILES NORTH OF I694 TO .5MILES NORTH OF I694

Termini 0.08 MILES NORTH OF I694 TO .5MILES NORTH OF I694














Segment Override


Status: Original

Original Current



463544B USDOT Number 463544B


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.42 * 2738635.28 / 60 * 25* 1.15

$551,150


0.42 * 2904 * 65.52 / 15 * 25 $133,189


0.42 * 436504.07 / 60 * 25 $76,388


1500 / 25 * 25 $1,500


75 * 1350 / 25 * 25 $101,250


$0 + $551,150 + $133,189+ $76,388 + $1,500 +$101,250

$863,477



Status : Original


Original Current






.5 MILES N OF I694 TO .58 MILES NOF I694

Termini .5 MILES N OF I694 TO .58 MILES NOF I694














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.08 * 1996892.57 / 60 * 25* 1.1

$73,219


0.08 * 3564 * 65.52 / 20 * 25 $23,351


0.08 * 181173.68 / 60 * 25 $6,039


$0 + $73,219 + $23,351 +$6,039

$102,609



Status : Original


Original Current






0.58 MI N OF I694 TO 1.34 MI N OFI694

Termini 0.58 MI N OF I694 TO 1.34 MI N OFI694











Comments


Segment Override


Status: Original

Original Current



463570R USDOT Number 463570R


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


0 * 56250 / 40 * 25 $0


0.76 * 2738635.28 / 60 * 25* 1.15

$997,320


0.76 * 2904 * 65.52 / 15 * 25 $241,009


0.76 * 436504.07 / 60 * 25 $138,226


1500 / 25 * 25 $1,500


57 * 1350 / 25 * 25 $76,950


$0 + $997,320 + $241,009+ $138,226 + $1,500 +$76,950

$1,455,005



Status : Original


Original Current






1.34 NO OF FAI 694 TO COUNTYROAD H

Termini 1.34 NO OF FAI 694 TO COUNTYROAD H











Comments


Segment Override


Original Current





Type of Service


12 Culvert Width 12

8 Culvert Height 8




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.59 * 2738635.28 / 60 * 25* 1.15

$774,235


0.59 * 2904 * 65.52 / 15 * 25 $187,099


0.59 * 436504.07 / 60 * 25 $107,307


94 * 287.99998479 * 15.47 /100 * 25 * 1.15

$120,406


$0 + $774,235 + $187,099+ $107,307 + $120,406

$1,189,047



Status : Original


Original Current






CLEVELAND AVE TO FAIRVIEWAVE.

Termini CLEVELAND AVE TO FAIRVIEWAVE.










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


$70,313 + $1,012,358 +$201,802 + $117,994

$1,402,467



Status : Original


Original Current






FAIRVIEW AVE. TO SNELLINGAVE.

Termini FAIRVIEW AVE. TO SNELLINGAVE.










Comments


Segment Override



Computation Result


9 * 56250 / 40 * 25 $316,406


0.5 * 4225495.41 / 60 * 25 *1.15

$1,012,358


0.5 * 3696 * 65.52 / 15 * 25 $201,802


0.5 * 566370.18 / 60 * 25 $117,994


$316,406 + $1,012,358 +$201,802 + $117,994

$1,648,560



Status : Original


Original Current






SNELLING AVE TO PASCAL AVE Termini SNELLING AVE TO PASCAL AVE










Comments


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.25 * 4225495.41 / 60 * 25* 1.15

$506,179


0.25 * 3696 * 65.52 / 15 * 25 $100,901


0.25 * 566370.18 / 60 * 25 $58,997


$70,313 + $506,179 +$100,901 + $58,997

$736,390



Status : Original


Original Current






PASCAL AVE TO HAMLINE AVE Termini PASCAL AVE TO HAMLINE AVE










Comments


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


0.25 * 2738635.28 / 60 * 25* 1.15

$328,066


0.25 * 2904 * 65.52 / 15 * 25 $79,279


0.25 * 436504.07 / 60 * 25 $45,469


$35,156 + $328,066 +$79,279 + $45,469

$487,970



Status : Original


Original Current


1 Segment Length 1




HAMLINE AVE. TO VICTORIA ST. Termini HAMLINE AVE. TO VICTORIA ST.










CONST SAP 62-678-14, 2008 Comments CONST SAP 62-678-14, 2008


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


1 * 1021937.01 / 60 * 25 *1.1

$468,388


1 * 2376 * 65.52 / 20 * 25 $194,594


1 * 85357.87 / 60 * 25 $35,566


$105,469 + $468,388 +$194,594 + $35,566

$804,017



Status : Original


Original Current






COUNTY ROAD B2 - VICTORIA STTO DALE ST

Termini COUNTY ROAD B2 - VICTORIA STTO DALE ST










NEW DESIGNATION, 2007 Comments NEW DESIGNATION, 2007


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.5 * 1021937.01 / 60 * 25 *1.1

$234,194


0.5 * 2376 * 65.52 / 20 * 25 $97,297


0.5 * 85357.87 / 60 * 25 $17,783


$0 + $234,194 + $97,297 +$17,783

$349,274



Status : Original


Original Current


1 Segment Length 1




ON COUNTY ROAD B2 - DALE ST TO RICE ST (CSAH 49)

Termini ON COUNTY ROAD B2 - DALE ST TO RICE ST (CSAH 49)










2014 CO# 94579 SWAP WITH CSAH25

Comments 2014 CO# 94579 SWAP WITH CSAH25


Segment Override



Computation Result


1 * 56250 / 40 * 25 $35,156


1 * 2738635.28 / 60 * 25 *1.15

$1,312,263


1 * 2904 * 65.52 / 15 * 25 $317,117


1 * 436504.07 / 60 * 25 $181,877


$35,156 + $1,312,263 +$317,117 + $181,877

$1,846,413



Status : Original


Original Current






WEST COUNTY LINE TO COUNTYROAD D

Termini WEST COUNTY LINE TO COUNTYROAD D











SAP 62-688-003, 2007CTB ONLY SURFACED

Comments SAP 62-688-003, 2007CTB ONLY SURFACED


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.95 * 1996892.57 / 60 * 25* 1.1

$869,480


0.95 * 3564 * 65.52 / 20 * 25 $277,297


0.95 * 181173.68 / 60 * 25 $71,715


$105,469 + $869,480 +$277,297 + $71,715

$1,323,961



Status : Original


Original Current






OLD HIGHWAY 8 TO ROUND LAKEROAD

Termini OLD HIGHWAY 8 TO ROUND LAKEROAD











Comments


Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.29 * 1996892.57 / 60 * 25* 1.1

$265,420


0.29 * 3564 * 65.52 / 20 * 25 $84,649


0.29 * 181173.68 / 60 * 25 $21,892


$0 + $265,420 + $84,649 +$21,892

$371,961



Status : Original


Original Current






ROUND LAKE ROAD TO .25 MILESEAST OF TH 10

Termini ROUND LAKE ROAD TO .25 MILESEAST OF TH 10











INTERCHANGE CONSTRUCTION060-696-026CTB 2013

Comments INTERCHANGE CONSTRUCTION060-696-026CTB 2013

15200000 Interchange Override 15200000

Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.54 * 1996892.57 / 60 * 25* 1.1

$494,231


0.54 * 3564 * 65.52 / 20 * 25 $157,621


0.54 * 181173.68 / 60 * 25 $40,764

Interchange Override Override non-preservationcosts if greater

(15200000 / 60 * 25) >605308 = true

$5,728,025

Total Segment Cost Signal Leg + Construction+ Preservation + ROW +Interchange Override

$70,313 + $494,231 +$157,621 + $40,764 +$5,728,025

$6,490,954



Status : Original


Original Current






0.25 MILES EAST OF TH 10 TO 0.16MI WEST OF LEXINGTON AVE

Termini 0.25 MILES EAST OF TH 10 TO 0.16MI WEST OF LEXINGTON AVE











Comments


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


1.01 * 5259942.61 / 60 * 25* 1.15

$2,545,593


1.01 * 4488 * 65.52 / 15 * 25 $494,990


1.01 * 883293.09 / 60 * 25 $371,719


$105,469 + $2,545,593 +$494,990 + $371,719

$3,517,771



Status : Original


Original Current






0.16 MI W OF LEXINGTON AVE 0.05MI E OF VICTORIA ST

Termini 0.16 MI W OF LEXINGTON AVE 0.05MI E OF VICTORIA ST














Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.81 * 5259942.61 / 60 * 25* 1.15

$2,041,515


0.81 * 4488 * 65.52 / 15 * 25 $396,973


0.81 * 883293.09 / 60 * 25 $298,111


$105,469 + $2,041,515 +$396,973 + $298,111

$2,842,068



Status : Original


Original Current






0.05 MI E OF VICTORIA ST TOMACKUBIN ST

Termini 0.05 MI E OF VICTORIA ST TOMACKUBIN ST














Segment Override


Original Current


2.78 Milepoint 2.78


PED PATH Feature Crossed PED PATH

OTHER Type of Service OTHER


12 Culvert Width 12





Comments




Computation Result


1 * 56250 / 40 * 25 $35,156


0.57 * 5259942.61 / 60 * 25* 1.15

$1,436,622


0.57 * 4488 * 65.52 / 15 * 25 $279,351


0.57 * 883293.09 / 60 * 25 $209,782


137 * 120 * 15.47 / 100 * 25* 1.15

$73,119


$35,156 + $1,436,622 +$279,351 + $209,782 +$73,119

$2,034,030



Status : Original


Original Current






MACKUBIN ST TO CSAH 49 Termini MACKUBIN ST TO CSAH 49














Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.28 * 5259942.61 / 60 * 25* 1.15

$705,709


0.28 * 4488 * 65.52 / 15 * 25 $137,225


0.28 * 883293.09 / 60 * 25 $103,051


$70,313 + $705,709 +$137,225 + $103,051

$1,016,298



Status : Original


Original Current






CSAH 49 TO 0.32 MI E OF CSAH 49 Termini CSAH 49 TO 0.32 MI E OF CSAH 49














Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.32 * 5259942.61 / 60 * 25* 1.15

$806,525


0.32 * 4488 * 65.52 / 15 * 25 $156,829


0.32 * 883293.09 / 60 * 25 $117,772


$105,469 + $806,525 +$156,829 + $117,772

$1,186,595



Status : Original


Original Current






0.32 MI E OF CSAH 49 TO 0.15 MI EOF RICE ST

Termini 0.32 MI E OF CSAH 49 TO 0.15 MI EOF RICE ST














Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.29 * 5259942.61 / 60 * 25* 1.15

$730,913


0.29 * 4488 * 65.52 / 15 * 25 $142,126


0.29 * 883293.09 / 60 * 25 $106,731


$70,313 + $730,913 +$142,126 + $106,731

$1,050,083



Status : Original


Original Current






0.15 MI E OF RICE ST TO 0.25 MI WOF MCMENEMY ST

Termini 0.15 MI E OF RICE ST TO 0.25 MI WOF MCMENEMY ST














Segment Override


Original Current




SUCKER CREEK UNSTABLE MA Feature Crossed SUCKER CREEK UNSTABLE MA


15 Number of Spans 15




Comments




Computation Result


0 * 56250 / 40 * 25 $0


0.57 * 5259942.61 / 60 * 25* 1.15

$1,436,622


0.57 * 4488 * 65.52 / 15 * 25 $279,351


0.57 * 883293.09 / 60 * 25 $209,782


434.7 * 68.1 * 138 / 80 * 25* 1.15

$1,468,127


$0 + $1,436,622 + $279,351+ $209,782 + $1,468,127

$3,393,882



Status : Original


Original Current






.25 MI W OF TO .10 MI W OFMCMENEMY ST

Termini .25 MI W OF TO .10 MI W OFMCMENEMY ST














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.15 * 5259942.61 / 60 * 25* 1.15

$378,058


0.15 * 4488 * 65.52 / 15 * 25 $73,513


0.15 * 883293.09 / 60 * 25 $55,206


$0 + $378,058 + $73,513 +$55,206

$506,777



Status : Original


Original Current






.10 MI W OF MCMENEMY TO .04 MIE OF BRAMBLEWOOD

Termini .10 MI W OF MCMENEMY TO .04 MIE OF BRAMBLEWOOD














Segment Override


Status: Original

Original Current


691417C USDOT Number 691417C


1 Mainline Tracks 1




Last Year Surfaced


Comments



Computation Result


4 * 56250 / 40 * 25 $140,625


0.98 * 5259942.61 / 60 * 25* 1.15

$2,469,981


0.98 * 4488 * 65.52 / 15 * 25 $480,288


0.98 * 883293.09 / 60 * 25 $360,678


325000 / 25 * 25 $325,000


160 * 1350 / 25 * 25 $216,000


$140,625 + $2,469,981 +$480,288 + $360,678 +$325,000 + $216,000

$3,992,572



Status : Original


Original Current






0.04 MI E OF BRAMBLEWOOD TO0.42 MI W OF CENTERVILLE RD

Termini 0.04 MI E OF BRAMBLEWOOD TO0.42 MI W OF CENTERVILLE RD














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.22 * 4225495.41 / 60 * 25* 1.15

$445,438


0.22 * 3696 * 65.52 / 15 * 25 $88,793


0.22 * 566370.18 / 60 * 25 $51,917


$0 + $445,438 + $88,793 +$51,917

$586,148



Status : Original


Original Current






0.42 MI W OF CENTERVILLE RD TO0.20 MI W OF CENTERVILLE RD

Termini 0.42 MI W OF CENTERVILLE RD TO0.20 MI W OF CENTERVILLE RD














Segment Override



Computation Result


0 * 56250 / 40 * 25 $0


0.22 * 4225495.41 / 60 * 25* 1.15

$445,438


0.22 * 3696 * 65.52 / 15 * 25 $88,793


0.22 * 566370.18 / 60 * 25 $51,917


$0 + $445,438 + $88,793 +$51,917

$586,148



Status : Original


Original Current






0.20 MI W OF CENTERVILLE RD TO.09 MI E OF CENTERVILLE RD.

Termini 0.20 MI W OF CENTERVILLE RD TO.09 MI E OF CENTERVILLE RD.












DUE TO HIGH PROJECTEDVOLUME ROADWAY DRAWSNEEDS ON FUTURE 6 LANE ROAD.ROADWAY IS ONLY 10 YRS OLDBUT CAN DRAW NEEDS DUE TOHOESCHEN RULES

WIDENING NEEDS DENIED MPK5/14/10



WIDENING NEEDS DENIED MPK5/14/10


Segment Override



Computation Result


3 * 56250 / 40 * 25 $105,469


0.29 * 5259942.61 / 60 * 25* 1.15

$730,913


0.29 * 4488 * 65.52 / 15 * 25 $142,126


0.29 * 883293.09 / 60 * 25 $106,731


$105,469 + $730,913 +$142,126 + $106,731

$1,085,239



Status : Original


Original Current






FROM 0.09 MI E OF CENTERVILLERD TO WHITE BEAR PARKWAY

Termini FROM 0.09 MI E OF CENTERVILLERD TO WHITE BEAR PARKWAY











Comments


Segment Override



Computation Result


4 * 56250 / 40 * 25 $140,625


0.21 * 1996892.57 / 60 * 25* 1.1

$192,201


0.21 * 3564 * 65.52 / 20 * 25 $61,297


0.21 * 181173.68 / 60 * 25 $15,853


$140,625 + $192,201 +$61,297 + $15,853

$409,976



Status : Original


Original Current






WHITE BEAR PARKWAY TOOTTER LAKE ROAD

Termini WHITE BEAR PARKWAY TOOTTER LAKE ROAD












ROADWAY IS ALREADY 90 FEETWIDE. CAN'T REDUCE WIDTHTHEN ASK FOR WIDENING NEEDS.REST ALL REVISIONS TOPREVIOUS CONDITIONS MPK6/10/10.

Comments DUE TO HIGH PROJECTEDVOLUME ROADWAY DRAWSNEEDS ON FUTURE 6 LANE ROAD.ROADWAY IS ONLY 14 YRS OLDBUT CAN DRAW NEEDS DUE TOHOESCHEN RULES

ROADWAY IS ALREADY 90 FEETWIDE. CAN'T REDUCE WIDTHTHEN ASK FOR WIDENING NEEDS.REST ALL REVISIONS TOPREVIOUS CONDITIONS MPK6/10/10.


Segment Override



Computation Result


2 * 56250 / 40 * 25 $70,313


0.7 * 5259942.61 / 60 * 25 *1.15

$1,764,272


0.7 * 4488 * 65.52 / 15 * 25 $343,063


0.7 * 883293.09 / 60 * 25 $257,627


$70,313 + $1,764,272 +$343,063 + $257,627

$2,435,275

SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : RAMSEY Segment Nbr :...

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Transcript of SANEEDS - CSAH - Segment Report Roadway Segment Status ... · County Name : RAMSEY Segment Nbr :...