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STH 175 SB over LRD STADIUM NORTH ACCESS

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 175 SB over LRD STADIUM NORTH ACCESS
Structure number:B40065400000000
Location:0.3M S JCT IH 94 TO W
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:72.5 ft. [22.1 m]
Total length:201.1 ft. [61.3 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:66.9 ft. [20.4 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1998
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:3
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: October 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:65,800 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:73.7 tons [67.0 metric tons]
Inventory rating:42.8 tons [38.9 metric tons]
Sufficiency rating:95.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201695.9GoodGoodVery GoodVery Good-65800
October 201491.9GoodGoodVery GoodVery Good-26800
October 201290.9GoodGoodVery GoodVery Good-26800
October 201090.9GoodGoodVery GoodVery Good-26800
November 200890.9GoodGoodVery GoodVery Good-26800
August 200692.2GoodGoodVery GoodVery Good-19800
August 200492.2GoodGoodVery GoodVery Good-19800
August 200296.0GoodGoodVery GoodVery Good-19800
July 200094.0GoodGoodVery GoodVery Good-19800
October 199994.0GoodGoodVery GoodExcellent--
April 199993.0GoodExcellentExcellentExcellent--