Hennepin Ave over I 35W


+44.99150, -93.23647
44°59'29" N, 93°14'11" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Hennepin Ave over I 35W
Structure number:27989
Location:2.4 MI SW OF JCT TH 280
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:100.4 ft. [30.6 m]
Total length:199.8 ft. [60.9 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:80.7 ft. [24.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1969
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,400 [as of 2017]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:91.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactorySatisfactory1340091.0
June 2016GoodGoodGoodGood1970091.0
June 2014GoodGoodGoodGood1970090.0
June 2012GoodGoodGoodGood1970090.0
May 2010GoodGoodGoodGood1970090.0
June 2008GoodGoodGoodGood1970090.0
October 2007GoodGoodGoodGood-94.0
November 2006GoodGoodGoodGood-94.0
August 2005GoodGoodGoodGood1870090.0
June 2004GoodGoodGoodGood1870090.0
November 2003GoodGoodGoodGood2050090.0
September 2002GoodGoodGoodGood2050089.9
July 2001GoodGoodGoodGood2050089.8
May 1999GoodGoodGoodGood2050097.8
June 1997GoodGoodGoodGood2050095.2
July 1996GoodGoodVery GoodGood1750089.8
May 1995GoodGoodVery GoodGood1600089.4
September 1993GoodGoodVery GoodGood1600089.4
September 1992GoodGoodVery GoodGood1490089.5
November 1991GoodGoodVery GoodGood1490095.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,7663009665000
Steel Protective Coatingsq. ft.29,20505,84114,6028,762
Reinforced Concrete Decksq. ft.16,11315,1785204150
Wearing Surfacessq. ft.11,98011,9285200
Reinforced Concrete Columneach55000
Reinforced Concrete Abutmentlinear ft.2171916200
Reinforced Concrete Pier Caplinear ft.8172540
Strip Seal Jointlinear ft.124012400
Pourable Jointlinear ft.3218702340
Movable Bearingeach2002000
Fixed Bearingeach70700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,1807802501500
Steel Protective Coatingsq. ft.3,8123,2520280280
Reinforced Concrete Bridge Raillinear ft.398039800