+42.97373, -87.91544
42°58'25" N, 87°54'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:LRD W HOWARD AVE over IH 94-IH 43
Structure number:B40026500000000
Location:0.4 MI W JCT STH 38
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:68.9 ft. [21.0 m]
Total length:240.8 ft. [73.4 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:2015
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:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:24,500 [as of 2013]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:73.7 tons [67.0 metric tons]
Inventory rating:37.4 tons [34.0 metric tons]
Sufficiency rating:62.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,864,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201562.8GoodExcellentGoodGood-24500
June 201350.0FairFairFairSatisfactoryFO24500
July 201190.9FairFairSatisfactorySatisfactoryFO2800
July 200981.8FairFairFairSatisfactory-2800
July 200781.8FairFairFairSatisfactory-2800
June 200580.4FairFairFairSatisfactory-28700
July 200380.4FairFairFairSatisfactory-28700
November 200178.3FairFairFairSatisfactory-32500
August 200078.3FairFairFairSatisfactory-32500
December 199981.3FairFairFairSatisfactory-6200
February 199881.3FairFairFairSatisfactory-6200
July 199679.3PoorPoorFairSatisfactorySD6200
March 199583.5FairFairFairSatisfactory-6200
December 199483.5FairFairFairSatisfactory-6200
February 199392.5PoorPoorSatisfactorySatisfactorySD6200
April 199195.5FairSatisfactorySatisfactorySatisfactory-6200