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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 2015 

Status:Open, no restriction [A]
Average daily traffic:15,323 [as of 2015]
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:44.9 tons [40.8 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:38.1
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. ratingEvaluationDeckSuper.Sub.ADT
August 201538.1Structurally deficientSeriousSeriousSatisfactory15323
August 201438.2Structurally deficientSeriousSeriousSatisfactory14950
August 201238.2Structurally deficientSeriousSeriousSatisfactory14950
August 201055.4Structurally deficientPoorPoorSatisfactory12500
July 200881.3Not deficientFairFairSatisfactory12500
June 200681.3Not deficientFairFairSatisfactory12500
April 200481.3Not deficientFairFairSatisfactory12500
April 200281.5Not deficientFairFairSatisfactory8900
January 200182.0Not deficientSatisfactoryFairSatisfactory8900
June 199880.8Not deficientFairFairSatisfactory10810
September 199692.9Not deficientSatisfactorySatisfactorySatisfactory10810
June 199465.7Structurally deficientPoorPoorSatisfactory10810
July 199265.7Structurally deficientPoorPoorSatisfactory10810
August 199093.2Structurally deficientPoorSatisfactorySatisfactory10810