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LRD W ST PAUL AVE over MILWAUKEE RIVER

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD W ST PAUL AVE over MILWAUKEE RIVER
Structure number:P40052300000000
Location:0.1M W JCT STH 32
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:71.9 ft. [21.9 m]
Total length:253.9 ft. [77.4 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:62.3 ft. [19.0 m]
Skew angle:14°
Owner:City or Municipal Highway Agency [04]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel continuous [4]
Main span design:Girder and floorbeam system [03]
Deck type:Open Grating [3]
Wearing surface:Other [9]

Latest Available Inspection: August 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,775 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:50.3 tons [45.7 metric tons]
Inventory rating:30.3 tons [27.5 metric tons]
Sufficiency rating:76.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,961,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201676.9GoodGoodVery GoodVery GoodFO8775
August 201476.9GoodGoodVery GoodVery GoodFO8775
April 201229.7PoorSeriousPoorSeriousSD10000
May 201045.5PoorSeriousPoorSatisfactorySD10000
March 200864.8FairSatisfactoryFairSatisfactoryFO10000
March 200664.8FairSatisfactoryFairSatisfactoryFO10000
September 200464.8FairSatisfactoryFairSatisfactoryFO10000
November 200264.9FairSatisfactoryFairFairFO9600
August 200059.9FairSatisfactoryFairFairFO9600
August 199871.4FairSatisfactorySatisfactorySatisfactoryFO8700
October 199671.4FairSatisfactorySatisfactorySatisfactoryFO8700
September 199471.3Fair-SatisfactorySatisfactoryFO8700
September 199271.3Fair-SatisfactorySatisfactoryFO8700
October 199071.3Fair-SatisfactorySatisfactoryFO8700