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LRD N PORT WASHING over STH 190-CAPITOL DR

Map 

Coordinates:
+43.08939, -87.91718
43°05'22" N, 87°55'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD N PORT WASHING over STH 190-CAPITOL DR
Structure number:B40021900000000
Location:AT JCT WITH STH 190
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:49.5 ft. [15.1 m]
Total length:161.1 ft. [49.1 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1965
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:14,950 [as of 2014]
Deck condition:Serious [3 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:52.1 tons [47.4 metric tons]
Inventory rating:30.3 tons [27.5 metric tons]
Sufficiency rating:42.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,283,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201642.5PoorSeriousSeriousSatisfactorySD14950
August 201538.1PoorSeriousSeriousSatisfactorySD15323
August 201438.2PoorSeriousSeriousSatisfactorySD14950
August 201238.2PoorSeriousSeriousSatisfactorySD14950
August 201055.4PoorPoorPoorSatisfactorySD12500
July 200881.3FairFairFairSatisfactory-12500
June 200681.3FairFairFairSatisfactory-12500
April 200481.3FairFairFairSatisfactory-12500
April 200281.5FairFairFairSatisfactory-8900
January 200182.0FairSatisfactoryFairSatisfactory-8900
June 199880.8FairFairFairSatisfactory-10810
September 199692.9FairSatisfactorySatisfactorySatisfactory-10810
June 199465.7PoorPoorPoorSatisfactorySD10810
July 199265.7PoorPoorPoorSatisfactorySD10810
August 199093.2PoorPoorSatisfactorySatisfactorySD10810