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LRD E LOCUST ST over MILWAUKEE RIVER

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

Facts 

Name:LRD E LOCUST ST over MILWAUKEE RIVER
Structure number:P40052700000000
Location:1.0M W JCT STH 32
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:250.0 ft. [76.2 m]
Total length:654.9 ft. [199.6 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1982
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:3
Main spans material:Steel [3]
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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:29,788 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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: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:71.8 tons [65.3 metric tons]
Inventory rating:42.8 tons [38.9 metric tons]
Sufficiency rating:77.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201577.8Not deficientSatisfactoryGoodSatisfactory29788
June 201377.8Not deficientSatisfactoryGoodSatisfactory29348
June 201176.4Not deficientSatisfactoryGoodSatisfactory26000
June 200978.4Not deficientSatisfactoryGoodSatisfactory26000
May 200878.4Not deficientSatisfactoryGoodSatisfactory26000
September 200678.4Not deficientSatisfactoryGoodSatisfactory26000
October 200478.4Not deficientSatisfactoryGoodSatisfactory26000
September 200278.4Not deficientSatisfactoryGoodSatisfactory26000
October 200078.4Not deficientSatisfactoryVery GoodSatisfactory26000
June 199879.3Not deficientSatisfactoryVery GoodSatisfactory21300
December 199679.3Not deficientSatisfactoryVery GoodSatisfactory21300
October 199479.0Not deficientSatisfactoryVery GoodSatisfactory21300
September 199267.2Not deficientSatisfactoryVery GoodFair21300
August 199067.2Not deficientSatisfactoryVery GoodFair21300