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LRD TORY HILL-MICH over IH W-N RAMP,I 94 EB-I 43

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

Facts 

Name:LRD TORY HILL-MICH over IH W-N RAMP,I 94 EB-I 43
Structure number:B40132300000000
Location:1.1 MI E JCT STH 57
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:49.9 ft. [15.2 m]
Total length:53.5 ft. [16.3 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2004
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,600 [as of 2017]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:66.4 tons [60.4 metric tons]
Inventory rating:42.8 tons [38.9 metric tons]
Sufficiency rating:91.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201691.5GoodGoodGoodGood-7600
September 201491.7GoodGoodGoodGood-6400
September 201291.7GoodVery GoodVery GoodVery Good-6400
October 201091.7GoodVery GoodVery GoodVery Good-6400
December 200990.8GoodVery GoodVery GoodVery Good-10900
December 200787.7GoodVery GoodVery GoodVery Good-10900
December 200587.7GoodVery GoodVery GoodVery Good-10900
December 200487.7GoodExcellentExcellentExcellent-10900