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GROOVER DR over SHADES CREEK

Map 

Coordinates:
+33.50871, -86.73194
33°30'31" N, 86°43'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GROOVER DR over SHADES CREEK
Structure number:010080
Location:GROOVER DR * SHADES CK
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:34.1 ft. [10.4 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 2016]
Truck traffic:1% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.4 tons [40.4 metric tons]
Inventory rating:26.6 tons [24.2 metric tons]
Sufficiency rating:87.6
Estimated cost of work:$1,255,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201687.6FairSatisfactorySatisfactorySatisfactory-2500
September 201487.6FairSatisfactorySatisfactorySatisfactory-2500
November 201287.6FairGoodGoodSatisfactory-2500
November 201087.6FairGoodGoodSatisfactory-2500
November 200873.6FairGoodGoodSatisfactory-2500
December 200673.6FairGoodGoodSatisfactory-2500
November 200473.6FairGoodGoodSatisfactory-2500
September 200274.8FairGoodGoodSatisfactory-2000
December 200074.8FairGoodGoodSatisfactory-2000
November 199875.2FairGoodGoodSatisfactory-1000
September 199675.0FairGoodGoodSatisfactory-1000
September 199475.0FairGoodGoodSatisfactory-1000
September 199274.0FairGoodGoodSatisfactory-1000