5TH ST N over I 394; RAMPS


+44.98183, -93.27565
44°58'55" N, 93°16'32" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:5TH ST N over I 394; RAMPS
Structure number:27706
Location:0.8 MI NE OF JCT TH 94
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:93.5 ft. [28.5 m]
Total length:247.4 ft. [75.4 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1986
Year reconstructed:2007
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:3
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: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,900 [as of 2012]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:80.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactoryGoodGood290080.8
June 2015GoodGoodGoodGood530090.9
June 2013GoodGoodGoodGood530089.9
June 2011GoodGoodGoodGood530089.9
October 2009GoodGoodGoodGood530092.5
November 2007GoodGoodGoodGood530092.5
July 2006GoodGoodGoodGood530092.5
December 2004GoodGoodGoodGood1000092.0
October 2002FairSatisfactorySatisfactoryGood1200091.8
October 2001FairSatisfactorySatisfactoryGood1200091.8
June 2000GoodGoodVery GoodGood1200096.9
June 1999GoodGoodVery GoodGood72000.0
June 1998GoodGoodVery GoodGood1200096.9
June 1996GoodGoodVery GoodGood1200090.4
August 1995GoodGoodVery GoodGood1020096.2
September 1994GoodGoodVery GoodGood1020096.2
November 1993GoodGoodVery GoodGood1020096.2
December 1992GoodGoodVery GoodGood1203096.1
November 1991GoodGoodVery GoodGood1100096.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,8442,70214200
Steel Protective Coatingsq. ft.32,00031,36064000
Reinforced Concrete Decksq. ft.21,82821,4891392000
Wearing Surfacessq. ft.16,31816,12019800
Reinforced Concrete Columneach87100
Reinforced Concrete Abutmentlinear ft.2202001910
Reinforced Concrete Pier Caplinear ft.1881751300
Strip Seal Jointlinear ft.88043450
Pourable Jointlinear ft.178001780
Compression Jointlinear ft.1212000
Elastomeric Bearingeach3903900
Fixed Bearingeach90900
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.539539000
Steel Protective Coatingsq. ft.3,2343,1696500
Reinforced Concrete Bridge Raillinear ft.53940413500