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LRD EB W BURLEIGH over MENOMONEE RIVER

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

Facts 

Name:LRD EB W BURLEIGH over MENOMONEE RIVER
Structure number:P40053100000000
Location:1.4M W JCT STH 181
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:57.1 ft. [17.4 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
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:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:11,737 [as of 2015]
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:66.4 tons [60.4 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:82.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,215,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201582.0Structurally deficientPoorFairFair11737
July 201493.3Structurally deficientPoorSatisfactorySatisfactory11621
July 201288.9Not deficientFairSatisfactorySatisfactory10500
July 201077.6Not deficientFairSatisfactoryFair10500
July 200888.9Not deficientFairSatisfactorySatisfactory10500
June 200688.9Not deficientFairSatisfactorySatisfactory10500
June 200488.9Not deficientFairSatisfactorySatisfactory10500
June 200288.9Not deficientFairSatisfactorySatisfactory10500
January 200189.9Not deficientSatisfactorySatisfactorySatisfactory10500
April 199890.3Not deficientSatisfactorySatisfactorySatisfactory8000
October 199690.3Not deficientSatisfactorySatisfactorySatisfactory8000
June 199490.6Not deficientVery GoodSatisfactorySatisfactory8000
May 199279.4Not deficientGoodSatisfactoryFair8000
August 199079.4Not deficientGoodSatisfactoryFair8000