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

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

Facts 

Name:LRD TORY HILL-MICH over W-N RAMP,I 94 EB-I 43 NB
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 2014 

Status:Open, no restriction [A]
Average daily traffic:6,400 [as of 2012]
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:91.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201491.7Not deficientGoodGoodGood6400
September 201291.7Not deficientVery GoodVery GoodVery Good6400
October 201091.7Not deficientVery GoodVery GoodVery Good6400
December 200990.8Not deficientVery GoodVery GoodVery Good10900
December 200787.7Not deficientVery GoodVery GoodVery Good10900
December 200587.7Not deficientVery GoodVery GoodVery Good10900
December 200487.7Not deficientExcellentExcellentExcellent10900