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GLENDWOOD AVE N over I 394; RAMPS

Map

Coordinates:
+44.97892, -93.28000
44°58'44" N, 93°16'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GLENDWOOD AVE N over I 394; RAMPS
Structure number:27704
Location:0.5 MI NE OF JCT TH 94
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:152.2 ft. [46.4 m]
Total length:400.9 ft. [122.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:43°
Owner:State Highway Agency [01]
Year built:1988
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:2,800 [as of 2005]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
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:70.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactorySatisfactoryFair280070.6
June 2015GoodGoodGoodGood280080.7
June 2013GoodGoodGoodGood280080.7
June 2011GoodGoodGoodGood280080.7
October 2009GoodGoodGoodGood280081.7
November 2007GoodGoodGoodGood280081.7
July 2006GoodGoodGoodGood280081.7
December 2004GoodGoodGoodGood240089.3
October 2002GoodGoodGoodGood240089.3
October 2001FairSatisfactoryGoodGood240089.2
June 2000GoodGoodVery GoodGood240089.2
June 1999GoodGoodVery GoodGood265000.0
June 1998GoodGoodVery GoodGood240089.2
June 1996GoodGoodVery GoodGood410076.7
August 1995GoodGoodVery GoodGood410080.6
August 1994GoodGoodVery GoodGood500080.5
November 1993GoodGoodVery GoodGood500080.5
December 1992GoodGoodVery GoodGood690080.4
November 1991GoodGoodVery GoodGood690080.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,0007507005500
Steel Protective Coatingsq. ft.42,080037,8722,1042,104
Deck
Reinforced Concrete Decksq. ft.18,56218,23233000
Wearing Surfacessq. ft.11,22710,69753000
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.1891384830
Reinforced Concrete Pier Caplinear ft.112951430
Joints
Strip Seal Jointlinear ft.142135700
Bearings
Elastomeric Bearingeach1551000
Fixed Bearingeach50500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8007208000
Steel Protective Coatingsq. ft.4,80004,30048020
Reinforced Concrete Bridge Raillinear ft.80067013000