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 2014 

Status:Open, no restriction [A]
Average daily traffic:5,500 [as of 1988]
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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]
Evaluation:Structurally deficient [1]
Sufficiency rating:90.1
Recommended work:Bridge deck replacement with only incidental widening. [37]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201490.1Structurally deficientPoorSatisfactorySatisfactory5500
April 201293.2Functionally obsoleteSatisfactorySatisfactorySatisfactory5500
April 201093.2Functionally obsoleteSatisfactorySatisfactorySatisfactory5500
June 200993.2Functionally obsoleteSatisfactorySatisfactorySatisfactory5500
July 200793.2Functionally obsoleteGoodSatisfactoryGood5500
July 200593.2Functionally obsoleteGoodSatisfactoryGood5500
July 200393.2Functionally obsoleteGoodSatisfactoryGood5500
July 200193.2Functionally obsoleteGoodSatisfactoryGood5500
June 199993.2Functionally obsoleteGoodSatisfactoryGood5500
August 199793.2Functionally obsoleteGoodSatisfactoryGood5500
May 199593.1Functionally obsoleteGoodSatisfactoryGood5500
September 199394.2Functionally obsoleteGoodSatisfactoryVery Good5000
April 199194.2Functionally obsoleteGoodSatisfactoryVery Good5000