+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 2015 

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. ratingEvaluationDeckSuper.Sub.ADT
September 201599.2Not deficientGoodSatisfactoryGood8364
September 201499.2Not deficientGoodSatisfactoryGood8364
August 201399.2Not deficientGoodSatisfactoryGood8364
December 201282.8Not deficientGoodSatisfactoryVery Good10400
November 201116.7Structurally deficientGoodImminent FailureVery Good10400
October 201016.7Structurally deficientGoodImminent FailureVery Good10400
September 200980.8Not deficientGoodGoodVery Good10400
August 200880.6Not deficientGoodGoodVery Good12300
July 200782.8Not deficientGoodGoodVery Good10200
September 200682.8Not deficientGoodGoodVery Good10200
May 200582.9Not deficientGoodGoodVery Good9700
June 200482.9Not deficientGoodGoodVery Good9700
July 200383.1Not deficientGoodGoodVery Good7900
August 200282.9Not deficientGoodGoodVery Good9500
June 200182.9Not deficientGoodGoodVery Good9500
July 200081.9Not deficientGoodGoodVery Good9500
200081.9Not deficientGoodGoodVery Good9500
May 199881.9Not deficientGoodGoodVery Good9500
May 199781.5Not deficientGoodVery GoodVery Good8700
June 199681.5Not deficientGoodVery GoodVery Good8700
July 199581.2Not deficientGoodVery GoodVery Good8740
July 199481.2Not deficientGoodVery GoodVery Good8700
June 199381.2Not deficientGoodVery GoodVery Good8260
June 199281.1Not deficientGoodVery GoodVery Good9280