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STH 190-CAPITOL DR over MILWAUKEE RIVER

Map 

Coordinates:
+43.08910, -87.89818
43°05'21" N, 87°53'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 190-CAPITOL DR over MILWAUKEE RIVER
Structure number:B40052300000000
Location:1.1M E JCT IH 43 TO N
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:123.7 ft. [37.7 m]
Total length:375.7 ft. [114.5 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:106.0 ft. [32.3 m]
Skew angle:39°
Owner:City or Municipal Highway Agency [04]
Year built:1984
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:Prestressed concrete continuous [6]
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:29,492 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Good [7 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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]
Sufficiency rating:94.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201594.5Not deficientGoodGoodGood29492
June 201394.5Not deficientGoodGoodGood29200
June 201189.0Not deficientGoodGoodGood42920
June 200981.0Not deficientSatisfactorySatisfactoryGood42920
May 200881.0Not deficientSatisfactorySatisfactoryGood42920
September 200681.0Not deficientSatisfactorySatisfactoryGood42920
July 200481.0Not deficientSatisfactorySatisfactoryGood42920
September 200281.0Not deficientSatisfactorySatisfactoryGood42920
September 199981.0Not deficientSatisfactorySatisfactoryVery Good32200
June 199881.0Not deficientSatisfactorySatisfactoryVery Good25340
December 199681.0Not deficientSatisfactorySatisfactoryVery Good25340
October 199482.0Not deficientSatisfactorySatisfactoryVery Good25340
September 199270.0Not deficientFairFairVery Good30000
August 199070.0Not deficientFairFairVery Good30000