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STH 32-BROADWAY ST over MILWAUKEE RIVER

Map 

Coordinates:
+43.02985, -87.90777
43°01'47" N, 87°54'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 32-BROADWAY ST over MILWAUKEE RIVER
Structure number:B40095200000000
Location:0.6M N JCT STH 59
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:128.9 ft. [39.3 m]
Total length:265.4 ft. [80.9 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:12.1 ft. [3.7 m]
Skew angle:14°
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]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Open Grating [3]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:7,223 [as of 2012]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 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]
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]
Pier/abutment protection:In place but re-evaluation of design suggested [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:62.9 tons [57.2 metric tons]
Inventory rating:37.4 tons [34.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,043,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201475.6Functionally obsoleteSatisfactorySatisfactorySatisfactory7223
April 201273.7Functionally obsoleteSatisfactorySatisfactorySatisfactory5800
March 201071.9Functionally obsoleteSatisfactorySatisfactorySatisfactory5800
April 200971.9Functionally obsoleteSatisfactorySatisfactorySatisfactory5800
January 200871.9Functionally obsoleteSatisfactorySatisfactorySatisfactory5800
February 200671.9Functionally obsoleteSatisfactorySatisfactorySatisfactory5800
July 200471.9Functionally obsoleteSatisfactorySatisfactorySatisfactory5800
November 200271.9Functionally obsoleteSatisfactorySatisfactorySatisfactory5800
August 200071.4Functionally obsoleteSatisfactorySatisfactorySatisfactory7100
October 199869.5Functionally obsoleteSatisfactorySatisfactorySatisfactory6800
January 199769.5Functionally obsoleteSatisfactorySatisfactorySatisfactory6800
September 199469.4Functionally obsoleteSatisfactorySatisfactorySatisfactory6800
July 199267.6Functionally obsoleteSatisfactorySatisfactorySatisfactory11390
November 199067.6Functionally obsoleteSatisfactorySatisfactorySatisfactory11390