VIRGIL ST over I-96


+42.38542, -83.27110
42°23'08" N, 83°16'16" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:VIRGIL ST over I-96
Structure number:000000000011508
Old structure number:82182122000S200 (from 1992 edition)
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:139.8 ft. [42.6 m]
Total length:238.9 ft. [72.8 m]
Roadway width between curbs:36.7 ft. [11.2 m]
Deck width edge-to-edge:59.4 ft. [18.1 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1970
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: April 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:5,500 [as of 1988]
Deck condition:Poor [4 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:84.8 tons [77.1 metric tons]
Inventory rating:50.6 tons [46.0 metric tons]
Sufficiency rating:79.0
Recommended work:Bridge deck replacement with only incidental widening. [37]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201679.0PoorPoorFairFairSD5500
April 201490.1PoorPoorSatisfactorySatisfactorySD5500
April 201293.2FairSatisfactorySatisfactorySatisfactoryFO5500
April 201093.2FairSatisfactorySatisfactorySatisfactoryFO5500
June 200993.2FairSatisfactorySatisfactorySatisfactoryFO5500
July 200793.2FairGoodSatisfactoryGoodFO5500
July 200593.2FairGoodSatisfactoryGoodFO5500
July 200393.2FairGoodSatisfactoryGoodFO5500
July 200193.2FairGoodSatisfactoryGoodFO5500
June 199993.2FairGoodSatisfactoryGoodFO5500
August 199793.2FairGoodSatisfactoryGoodFO5500
May 199593.1FairGoodSatisfactoryGoodFO5500
September 199394.2FairGoodSatisfactoryVery GoodFO5000
April 199194.2FairGoodSatisfactoryVery GoodFO5000