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STH 341 SB over LRD STADIUM NORTH ACCESS

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

Facts 

Name:STH 341 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:17.4 ft. [5.3 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 2014 

Status:Open, no restriction [A]
Average daily traffic:26,800 [as of 2012]
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: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:73.7 tons [67.0 metric tons]
Inventory rating:42.8 tons [38.9 metric tons]
Sufficiency rating:91.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201491.9Not deficientGoodVery GoodVery Good26800
October 201290.9Not deficientGoodVery GoodVery Good26800
October 201090.9Not deficientGoodVery GoodVery Good26800
November 200890.9Not deficientGoodVery GoodVery Good26800
August 200692.2Not deficientGoodVery GoodVery Good19800
August 200492.2Not deficientGoodVery GoodVery Good19800
August 200296.0Not deficientGoodVery GoodVery Good19800
July 200094.0Not deficientGoodVery GoodVery Good19800
October 199994.0Not deficientGoodVery GoodExcellent-
April 199993.0Not deficientExcellentExcellentExcellent-