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US 82 EBL over JENKINS CREEK

Map 

Coordinates:
+32.26809, -86.16746
32°16'05" N, 86°10'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 82 EBL over JENKINS CREEK
Structure number:008675
Location:1.9 MI W OF MERIWETHER RD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:34.1 ft. [10.4 m]
Total length:237.9 ft. [72.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:State Highway Agency [01]
Year built:1965
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:7
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,830 [as of 2013]
Truck traffic:20% 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:73.7 tons [67.0 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:77.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,924,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201677.6FairSatisfactorySatisfactorySatisfactoryFO11830
January 201477.6FairSatisfactorySatisfactorySatisfactoryFO11830
January 201277.8FairSatisfactorySatisfactorySatisfactoryFO9570
January 201077.7FairSatisfactorySatisfactorySatisfactoryFO11110
November 200774.7FairSatisfactorySatisfactorySatisfactoryFO11130
December 200574.7FairSatisfactorySatisfactorySatisfactoryFO10905
November 200374.7FairSatisfactorySatisfactorySatisfactoryFO11050
December 200174.7FairSatisfactorySatisfactorySatisfactoryFO11050
December 199974.7FairSatisfactorySatisfactorySatisfactoryFO10990
February 199875.0FairSatisfactoryGoodSatisfactoryFO8340
January 199675.1FairSatisfactoryGoodSatisfactoryFO9580
January 199475.1GoodGoodGoodGoodFO9830
January 199276.2GoodGoodGoodGoodFO8095