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VIRGINIA LOOP RD over STREAM

Map 

Coordinates:
+32.30670, -86.23905
32°18'24" N, 86°14'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:VIRGINIA LOOP RD over STREAM
Structure number:011437
Old structure number:0000004151M0120 (from 1992 edition)
Location:0.7 MI.N.OF WOODLEY RD
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:24.0 ft. [7.3 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:2,400 [as of 1992]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 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]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:61.9 tons [56.3 metric tons]
Inventory rating:37.2 tons [33.8 metric tons]
Sufficiency rating:94.4
Estimated cost of work:$1,977,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201494.4Not deficientSatisfactorySatisfactorySatisfactory2400
June 201294.4Not deficientSatisfactorySatisfactorySatisfactory2400
June 201094.4Not deficientSatisfactorySatisfactorySatisfactory2400
June 200894.4Not deficientSatisfactorySatisfactorySatisfactory2400
June 200691.4Not deficientGoodGoodSatisfactory2400
May 200491.4Not deficientGoodGoodSatisfactory2400
May 200291.4Not deficientGoodGoodGood2400
October 200091.4Not deficientGoodGoodGood2400
October 199891.4Not deficientGoodGoodGood2400
September 199691.2Not deficientGoodGoodGood2400
December 199485.0Not deficientGoodGoodGood2400
December 199284.0Not deficientGoodGoodGood2400
August 199081.8Functionally obsoleteGoodGoodGood2400