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LRD W HOWARD AVE over IH 894-USH 45

Map 

Coordinates:
+42.97364, -88.03825
42°58'25" N, 88°02'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD W HOWARD AVE over IH 894-USH 45
Structure number:B40018500000000
Location:0.4M E JCT STH 100
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:65.0 ft. [19.8 m]
Total length:214.9 ft. [65.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1964
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:Low slump Concrete [4]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:5,400 [as of 2011]
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:68.3 tons [62.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:73.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,676,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201473.9Structurally deficientPoorSatisfactorySatisfactory5400
August 201271.9Structurally deficientPoorGoodSatisfactory5500
August 201072.0Structurally deficientPoorGoodSatisfactory5200
August 200872.0Structurally deficientPoorGoodSatisfactory5200
August 200671.9Structurally deficientPoorGoodSatisfactory5600
July 200473.9Functionally obsoleteFairGoodSatisfactory5700
July 200273.9Functionally obsoleteFairGoodGood5700
June 200071.9Not deficientFairGoodGood5700
August 199972.4Not deficientFairGoodGood3080
June 199872.4Not deficientFairGoodGood3080
December 199672.4Not deficientFairGoodGood3080
February 199676.4Not deficientFairVery GoodGood3080
November 199476.4Not deficientFairVery GoodGood3080
October 199377.4Not deficientSatisfactoryVery GoodSatisfactory3080
January 199374.4Structurally deficientPoorVery GoodSatisfactory3080
January 199274.4Structurally deficientPoorVery GoodSatisfactory3080