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PARK AVE over I 35W, I 94; ramp

Map

Coordinates:
+44.96571, -93.26510
44°57'57" N, 93°15'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PARK AVE over I 35W, I 94; ramp
Structure number:27852
Location:0.5 MI WEST OF JCT TH 55
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:81.0 ft. [24.7 m]
Total length:348.8 ft. [106.3 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:74.5 ft. [22.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1967
Year reconstructed:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,000 [as of 2016]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:81.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairVery GoodVery GoodFair700081.1
August 2016GoodVery GoodVery GoodGood1170090.7
August 2014GoodExcellentExcellentGood1170090.7
August 2012FairFairFairFair1170078.5
July 2010FairFairFairFair1170082.7
September 2008FairFairFairFair1170082.7
November 2007FairFairFairFair1170080.6
October 2006FairFairFairFair1170080.6
December 2005FairFairFairFair200381.8
September 2004PoorPoorFairFair200379.8
November 2003PoorPoorFairFair710079.1
July 2002PoorPoorFairFair710081.2
June 2001PoorPoorFairFair710081.2
January 2001FairFairSatisfactoryFair710083.2
October 1999FairFairSatisfactoryFair1180000.0
July 1998FairFairSatisfactoryFair710083.2
December 1996FairFairFairFair950082.5
May 1995FairVery GoodFairFair900083.2
September 1993FairVery GoodFairFair900083.2
October 1992FairFairFairFair930082.2
August 1991FairSatisfactoryFairFair930083.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,7302,730000
Deck
Reinforced Concrete Decksq. ft.25,92325,81610700
Wearing Surfacessq. ft.19,53619,5162000
Substructure
Reinforced Concrete Columneach2020000
Reinforced Concrete Abutmentlinear ft.1821057700
Reinforced Concrete Pier Caplinear ft.3573233130
Joints
Strip Seal Jointlinear ft.161917000
Pourable Jointlinear ft.214214000
Bearings
Elastomeric Bearingeach6060000
Fixed Bearingeach3228220
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.664664000
Steel Protective Coatingsq. ft.2,5502,550000
Reinforced Concrete Bridge Raillinear ft.71159012100