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PLYMOUTH AVE over MISSISSIPPI RIVER

Map

Coordinates:
+44.99306, -93.27312
44°59'35" N, 93°16'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PLYMOUTH AVE over MISSISSIPPI RIVER
Structure number:27611
Location:0.4 MI E OF WASH. AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:259.9 ft. [79.2 m]
Total length:934.1 ft. [284.7 m]
Roadway width between curbs:55.1 ft. [16.8 m]
Deck width edge-to-edge:75.5 ft. [23.0 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
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:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,329 [as of 2017]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:99.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairGoodSatisfactoryGood1032999.0
September 2017FairGoodSatisfactoryGood1032999.0
September 2016FairGoodSatisfactoryGood836499.2
September 2015FairGoodSatisfactoryGood836499.2
September 2014FairGoodSatisfactoryGood836499.2
August 2013FairGoodSatisfactoryGood836499.2
December 2012FairGoodSatisfactoryVery Good1040082.8
November 2011PoorGoodImminent FailureVery Good1040016.7
October 2010PoorGoodImminent FailureVery Good1040016.7
September 2009GoodGoodGoodVery Good1040080.8
August 2008GoodGoodGoodVery Good1230080.6
July 2007GoodGoodGoodVery Good1020082.8
September 2006GoodGoodGoodVery Good1020082.8
May 2005GoodGoodGoodVery Good970082.9
June 2004GoodGoodGoodVery Good970082.9
July 2003GoodGoodGoodVery Good790083.1
August 2002GoodGoodGoodVery Good950082.9
June 2001GoodGoodGoodVery Good950082.9
July 2000GoodGoodGoodVery Good950081.9
July 1999GoodGoodGoodVery Good950081.9
May 1998GoodGoodGoodVery Good950081.9
May 1997GoodGoodVery GoodVery Good870081.5
June 1996GoodGoodVery GoodVery Good870081.5
July 1995GoodGoodVery GoodVery Good874081.2
July 1994GoodGoodVery GoodVery Good870081.2
June 1993GoodGoodVery GoodVery Good826081.2
June 1992GoodGoodVery GoodVery Good928081.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.51,926051,92600
Deck
Prestressed Concrete Top Flangesq. ft.70,517070,51700
Wearing Surfacessq. ft.51,370051,37000
Substructure
Reinforced Concrete Pier Walllinear ft.1921801200
Reinforced Concrete Abutmentlinear ft.188188000
Reinforced Concrete Pile Cap/Footinglinear ft.256256000
Joints
Pourable Jointlinear ft.140014000
Assembly with Sealeach1540100540
Bearings
Movable Bearingeach2011900
Fixed Bearingeach44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,87701,87700
Steel Protective Coatingsq. ft.11,26206,2625,0000