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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 

Good/Fair/Poor Condition:Fair
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201592.6FairGoodSatisfactorySatisfactoryFO28500
March 201393.0FairGoodSatisfactorySatisfactoryFO28500
March 201191.0FairSatisfactorySatisfactorySatisfactoryFO27100
March 200991.0FairSatisfactorySatisfactorySatisfactoryFO27100
March 200791.0FairSatisfactorySatisfactorySatisfactoryFO34080
June 200591.0FairSatisfactorySatisfactorySatisfactoryFO34080
June 200391.0FairSatisfactorySatisfactorySatisfactory-34080
August 200191.0FairGoodSatisfactorySatisfactory-34300
July 200091.0FairGoodSatisfactorySatisfactory-34300
October 199989.0FairGoodSatisfactorySatisfactory-32900
April 199889.0FairGoodSatisfactorySatisfactory-32900
November 199689.0FairVery GoodSatisfactorySatisfactory-32900
February 199663.0PoorPoorSatisfactoryPoorSD32900
January 199563.0PoorPoorSatisfactoryPoorSD32900
February 199463.0PoorPoorSatisfactoryPoorSD45740
February 199363.0PoorPoorSatisfactoryPoorSD45740
January 199263.0PoorPoorSatisfactoryPoorSD45740