RPT - ONE PAGERS - Minnesota State Legislature

RPT - ONE PAGERS - Minnesota State Legislature RPT - ONE PAGERS - Minnesota State Legislature

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Schedule: Environmental Document Approval Date: Pending Approval Municipal Consent Approval Date: Need Unknown Geometric Layout Approval Date: Need Unknown Construction Limits Established Date: Pending Approval Original Letting Date: 01/22/2016 Current Letting Date: 01/22/2015 Construction Season: May-October 2015 Estimated Substantial Completion: 08/01/2015 Project History: Bridge abutments have rotated and moved toward the girder ends. Bridge has full depth patches and under deck delimitations. Bridge width and railings are substandard. Bridge built in 1965. Considered structurally deficient. NBI deck rating = 4. Sufficiency rating = 79 for Bridge 21813. Sufficiency rating = 66.7 for Bridge 21314. Increased maintenance required. Replacement may be the only feasible option. Project Benefits: Replaces a structurally deficient bridge with a bridge that meets current standards. Reduces long term maintenance. Adds left turn lane for I 94 EB and WB on ramp for improved safety. Add single left turn lane on both bridges. Possible 4laning or frontage road to enhance level of service and safety. Project Risks: Traffic and development continues to increase along the Hwy 29 corridor. This may create the need for additional bridge width. This in turn will create the need for a 4-lane divided section to the south of the bridge. A planning study is being conducted. Annual Report on Major Highway Projects Minnesota Department of Transportation PROJECT SUMMARY Hwy. 29 Bridges in Alexandria over I-94 Bridge 21813, 21814 State Project No. 2102-58 Project Description: (2102-58) Replace Bridge 21813 southbound and 21814 northbound. Construct approach panels. Grade and concrete surface tie-ins. Possible 4 lane for 1.2 miles. 2015 21 Douglas Total Project Cost Estimate (millions) Date in which the project entered into the STIP: Construction Letting: Other Construction Elements: Engineering: Right of Way: Recent Changes and Updates: 22 89 15 6 8 78 61 45 28 82 34 104 90 88 44 11 42 Alexandria 2181321814 This project moved forward as it received Chapter 152 bond funds. Key Cost Estimate Assumptions: 87 4 46 106 70 43 86 Forada 30 87 23 111 120 81 Pope Baseline Est. Current Est. 85 16.0 1.0 1.0 1.0 Total: $ 19.0 - $ 2 span steel girder span structure with tall abutments. These two bridges will be constructed as one project. $ $ $ $ 20 - $ - $ - $ - $ Carlos 17 27 9 Nelson 77 78 91 73 74 79 110 20.0 2.0 2.0 2.0 26.0 Construction cost estimates are adjusted to the mid-year of construction, using inflation rates provided by OCPPM. Minnesota Department of Transportation District 4 1000 Hwy 10 W (218) 846-3600 District Engineer: Lee Berget Project Manager: Lori Vanderhider/Dan Kuh Original date of Posting: Jan 2009 Revised Date: 1/15/2011 28 30 31 87 71 2 Page D2

Schedule: Environmental Document Approval Date: 08/01/2009 Municipal Consent Approval Date: Not Needed Geometric Layout Approval Date: Not Needed Construction Limits Established Date: 01/31/2009 Original Letting Date: 04/22/2011 Current Letting Date: 10/23/2009 Construction Season: May-October 2010 Estimated Substantial Completion: 08/01/2010 Project History: Project was programmed because PSR and PQI have met their need year and the Suffency Rating will meet the need in 2009. At that time all values will be below the rehab trigger of 2.6. Replacement of Bridge 5481, although outside of the project limits, was included in the scoping due to low load rating of HS-15, problems with fill behind the abutment and to take advantage of the project detour. Year built 1936, NBI deck rating = 5, NBI structural rating = 6, sufficiency rating = 80.6. Project Benefits: Improve ride, eliminate all pavement distress, reclaim will provide stronger base course, use of polymer-modified asphalt will retard future cracking, reduce maintenance costs, improve hydraulics. Project Risks: New construction procedure in test section areas. Amendment produced and added in short time frame may have errors. Annual Report on Major Highway Projects Minnesota Department of Transportation PROJECT SUMMARY Hwy. 55 West Douglas County Line to Glenwood Bridge 5481 State Project No. 2107-09, (6107-11) SUBSTANTIALLY COMPLETE Project Description: (2107-09 - 6107-11) Mill bituminous 4", reclaim 8", pave 5", culvert replacements, replace Bridge 5481 (associated work) October 2009 10 38 5 Grant Stevens 64 47 37 20 2 51 54 36 56 Total Project Cost Estimate (millions) Date in which the project entered into the STIP: 3 25 1 73 75 26 82 55 99 107 24 14 96 97 72 81 7 27 57 56 8 Douglas Baseline Est. Current Est. Construction Letting: $ 11.6 $ 8.1 Other Construction Elements: $ 1.3 $ 1.1 Engineering: $ 2.6 $ 2.6 Right of Way: $ 0.0 $ 0.0 Total: $ 15.5 $ 11.8 Recent Changes and Updates: Costs based on Let costs Key Cost Estimate Assumptions: 57 3 1 36 1 53 1 5 8 51 32 3 99 2 56 103 98 5 1 15 15 11 56 79 7 155 28 94 26 93 Pope 41 52 74 82 16 4 12 89 13 40 18 91 76 31 28 22 15 6 21 17 16 78 15 61 45 54 19 34 104 90 88 50 11 44 21 80 87 46 4 70 43 106 157 87 30 35 42 86 18 23 120 111 23 85 28 81 Construction cost estimates are adjusted to the mid-year of construction, using inflation rates provided by OCPPM. Minnesota Department of Transportation District 4 1000 Hwy 10 W (218) 846-3600 District Engineer: Lee Berget Project Manager: Lori Vanerhider/Seth Ylini Original date of Posting: Jan 2009 Revised Date: 1/15/2011 73 25 22 Page D3

Schedule:<br />

Environmental Document Approval Date: Pending Approval<br />

Municipal Consent Approval Date: Need Unknown<br />

Geometric Layout Approval Date: Need Unknown<br />

Construction Limits Established Date: Pending Approval<br />

Original Letting Date: 01/22/2016<br />

Current Letting Date: 01/22/2015<br />

Construction Season: May-October 2015<br />

Estimated Substantial Completion: 08/01/2015<br />

Project History:<br />

Bridge abutments have rotated and moved toward<br />

the girder ends. Bridge has full depth patches and<br />

under deck delimitations. Bridge width and railings<br />

are substandard. Bridge built in 1965. Considered<br />

structurally deficient. NBI deck rating = 4.<br />

Sufficiency rating = 79 for Bridge 21813.<br />

Sufficiency rating = 66.7 for Bridge 21314.<br />

Increased maintenance required. Replacement<br />

may be the only feasible option.<br />

Project Benefits:<br />

Replaces a structurally deficient bridge with a<br />

bridge that meets current standards. Reduces<br />

long term maintenance. Adds left turn lane for I 94<br />

EB and WB on ramp for improved safety. Add<br />

single left turn lane on both bridges. Possible 4laning<br />

or frontage road to enhance level of service<br />

and safety.<br />

Project Risks:<br />

Traffic and development continues to increase<br />

along the Hwy 29 corridor. This may create the<br />

need for additional bridge width. This in turn will<br />

create the need for a 4-lane divided section to the<br />

south of the bridge. A planning study is being<br />

conducted.<br />

Annual Report on Major Highway Projects<br />

<strong>Minnesota</strong> Department of Transportation<br />

PROJECT SUMMARY<br />

Hwy. 29<br />

Bridges in Alexandria over I-94<br />

Bridge 21813, 21814<br />

<strong>State</strong> Project No. 2102-58<br />

Project Description:<br />

(2102-58) Replace Bridge 21813 southbound<br />

and 21814 northbound. Construct approach<br />

panels. Grade and concrete surface tie-ins.<br />

Possible 4 lane for 1.2 miles. 2015<br />

21<br />

Douglas<br />

Total Project Cost Estimate (millions)<br />

Date in which the project entered into the STIP:<br />

Construction Letting:<br />

Other Construction Elements:<br />

Engineering:<br />

Right of Way:<br />

Recent Changes and Updates:<br />

22<br />

89<br />

15<br />

6<br />

8<br />

78<br />

61<br />

45<br />

28<br />

82<br />

34<br />

104<br />

90<br />

88<br />

44<br />

11<br />

42<br />

Alexandria<br />

2181321814<br />

This project moved forward as it received Chapter 152 bond funds.<br />

Key Cost Estimate Assumptions:<br />

87<br />

4<br />

46<br />

106<br />

70<br />

43<br />

86<br />

Forada<br />

30<br />

87<br />

23<br />

111<br />

120<br />

81<br />

Pope<br />

Baseline Est. Current Est.<br />

85<br />

16.0<br />

1.0<br />

1.0<br />

1.0<br />

Total: $ 19.0 - $<br />

2 span steel girder span structure with tall abutments. These two bridges will be<br />

constructed as one project.<br />

$<br />

$<br />

$<br />

$<br />

20<br />

- $<br />

- $<br />

- $<br />

- $<br />

Carlos<br />

17<br />

27<br />

9<br />

Nelson<br />

77<br />

78<br />

91<br />

73<br />

74<br />

79<br />

110<br />

20.0<br />

2.0<br />

2.0<br />

2.0<br />

26.0<br />

Construction cost estimates are adjusted to the mid-year of construction, using inflation rates provided by<br />

OCPPM.<br />

<strong>Minnesota</strong> Department of Transportation<br />

District 4<br />

1000 Hwy 10 W<br />

(218) 846-3600<br />

District Engineer: Lee Berget<br />

Project Manager: Lori Vanderhider/Dan Kuh<br />

Original date of Posting: Jan 2009<br />

Revised Date: 1/15/2011<br />

28<br />

30<br />

31<br />

87<br />

71<br />

2<br />

Page D2

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