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STH 190-CAPITOL DR over IH 43-N-S FREEWAY

Map 

Coordinates:
+43.08943, -87.92164
43°05'22" N, 87°55'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 190-CAPITOL DR over IH 43-N-S FREEWAY
Structure number:B40007400000000
Location:0.7M E JCT STH 57 TO S
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:57.7 ft. [17.6 m]
Total length:174.9 ft. [53.3 m]
Roadway width between curbs:85.0 ft. [25.9 m]
Deck width edge-to-edge:117.5 ft. [35.8 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:1995
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:Steel continuous [4]
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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:28,500 [as of 2012]
Truck traffic:3% of total traffic
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.3 tons [53.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:92.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,383,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201592.6Functionally obsoleteGoodSatisfactorySatisfactory28500
March 201393.0Functionally obsoleteGoodSatisfactorySatisfactory28500
March 201191.0Functionally obsoleteSatisfactorySatisfactorySatisfactory27100
March 200991.0Functionally obsoleteSatisfactorySatisfactorySatisfactory27100
March 200791.0Functionally obsoleteSatisfactorySatisfactorySatisfactory34080
June 200591.0Functionally obsoleteSatisfactorySatisfactorySatisfactory34080
June 200391.0Not deficientSatisfactorySatisfactorySatisfactory34080
August 200191.0Not deficientGoodSatisfactorySatisfactory34300
July 200091.0Not deficientGoodSatisfactorySatisfactory34300
October 199989.0Not deficientGoodSatisfactorySatisfactory32900
April 199889.0Not deficientGoodSatisfactorySatisfactory32900
November 199689.0Not deficientVery GoodSatisfactorySatisfactory32900
February 199663.0Structurally deficientPoorSatisfactoryPoor32900
January 199563.0Structurally deficientPoorSatisfactoryPoor32900
February 199463.0Structurally deficientPoorSatisfactoryPoor45740
February 199363.0Structurally deficientPoorSatisfactoryPoor45740
January 199263.0Structurally deficientPoorSatisfactoryPoor45740