+44.99336, -93.27212
44°59'36" N, 93°16'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


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:24.9 ft. [7.6 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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,364 [as of 2013]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:36.6 tons [33.3 metric tons]
Sufficiency rating:99.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201699.2FairGoodSatisfactoryGood-8364
September 201599.2FairGoodSatisfactoryGood-8364
September 201499.2FairGoodSatisfactoryGood-8364
August 201399.2FairGoodSatisfactoryGood-8364
December 201282.8FairGoodSatisfactoryVery Good-10400
November 201116.7PoorGoodImminent FailureVery GoodSD10400
October 201016.7PoorGoodImminent FailureVery GoodSD10400
September 200980.8GoodGoodGoodVery Good-10400
August 200880.6GoodGoodGoodVery Good-12300
July 200782.8GoodGoodGoodVery Good-10200
September 200682.8GoodGoodGoodVery Good-10200
May 200582.9GoodGoodGoodVery Good-9700
June 200482.9GoodGoodGoodVery Good-9700
July 200383.1GoodGoodGoodVery Good-7900
August 200282.9GoodGoodGoodVery Good-9500
June 200182.9GoodGoodGoodVery Good-9500
July 200081.9GoodGoodGoodVery Good-9500
July 199981.9GoodGoodGoodVery Good-9500
May 199881.9GoodGoodGoodVery Good-9500
May 199781.5GoodGoodVery GoodVery Good-8700
June 199681.5GoodGoodVery GoodVery Good-8700
July 199581.2GoodGoodVery GoodVery Good-8740
July 199481.2GoodGoodVery GoodVery Good-8700
June 199381.2GoodGoodVery GoodVery Good-8260
June 199281.1GoodGoodVery GoodVery Good-9280