+43.03212, -87.95774
43°01'56" N, 87°57'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:LRD N 35TH ST over IH 94-E-W FREEWAY
Structure number:B40001500000000
Location:0.7M N JCT STH 59
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:56.4 ft. [17.2 m]
Total length:117.1 ft. [35.7 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:106.0 ft. [32.3 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1961
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:2
Main spans material:Steel [3]
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 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,900 [as of 2013]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:53.9 tons [49.0 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:82.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$962,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201582.1FairSatisfactoryFairFairFO17900
June 201382.1FairSatisfactoryFairFairFO17900
July 201191.2FairGoodGoodSatisfactoryFO17900
July 200986.2FairSatisfactorySatisfactorySatisfactoryFO17900
July 200786.2FairSatisfactorySatisfactorySatisfactoryFO17900
July 200574.9FairSatisfactoryFairSatisfactoryFO19300
July 200358.5PoorSatisfactoryPoorFair-19300
September 200156.7PoorGoodPoorFair-20400
July 200073.6FairGoodFairFair-20400
September 199973.6FairGoodFairFair-20400
March 199857.9PoorGoodFairPoor-13250
August 199657.9PoorVery GoodFairPoor-13250
January 199662.1PoorExcellentFairPoorSD13250
October 199464.4PoorSeriousFairPoorSD13250
January 199464.4PoorSeriousFairPoorSD13250
November 199248.7PoorCriticalSatisfactorySeriousSD13250
December 199148.7PoorCriticalSatisfactorySeriousSD13250