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PLYMOUTH AVE over I 94, US 952A; RAMPS

Map

Coordinates:
+44.99196, -93.28533
44°59'31" N, 93°17'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PLYMOUTH AVE over I 94, US 952A; RAMPS
Structure number:27796
Location:1.2 MI N OF JCT TH 394
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:168.0 ft. [51.2 m]
Total length:671.6 ft. [204.7 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1978
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:5
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:9,600 [as of 2008]
Deck condition:Fair [5 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:69.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairFairSatisfactoryFair960069.6
July 2015FairSatisfactoryGoodGood960081.9
July 2013FairSatisfactoryGoodGood960080.9
October 2011FairSatisfactoryGoodGood960080.9
October 2009FairSatisfactoryGoodGood960080.9
August 2008FairSatisfactoryGoodGood830081.0
October 2007FairSatisfactoryGoodGood830081.0
October 2006FairSatisfactoryGoodGood830081.0
November 2005FairSatisfactoryGoodGood970080.9
August 2004FairSatisfactoryGoodGood970080.9
September 2003FairSatisfactorySatisfactoryGood920080.9
July 2002FairSatisfactorySatisfactoryGood920080.9
June 2000FairSatisfactorySatisfactoryGood920079.9
June 1999FairGoodSatisfactoryGood1150000.0
June 1998FairGoodSatisfactoryGood920079.9
August 1996GoodGoodGoodGood880079.5
September 1995GoodGoodGoodGood880079.2
August 1994GoodGoodGoodGood880079.2
October 1993GoodGoodGoodGood875079.2
September 1992GoodGoodGoodGood875079.2
October 1991GoodGoodGoodGood540083.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.6,0391605,7791000
Steel Protective Coatingsq. ft.108,4407,20052,44232,53216,266
Deck
Reinforced Concrete Decksq. ft.47,22146,5126061030
Wearing Surfacessq. ft.34,92934,1756281260
Substructure
Reinforced Concrete Columneach169700
Reinforced Concrete Abutmentlinear ft.3682877740
Reinforced Concrete Pier Caplinear ft.412265117300
Joints
Strip Seal Jointlinear ft.5400486
Pourable Jointlinear ft.140480092
Assembly with Sealeach7300730
Bearings
Movable Bearingeach43122920
Fixed Bearingeach55000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,4791,473060
Steel Protective Coatingsq. ft.8,8740008,874
Reinforced Concrete Bridge Raillinear ft.1,4791,165246680