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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
January 201677.6Functionally obsoleteSatisfactorySatisfactorySatisfactory11830
January 201477.6Functionally obsoleteSatisfactorySatisfactorySatisfactory11830
January 201277.8Functionally obsoleteSatisfactorySatisfactorySatisfactory9570
January 201077.7Functionally obsoleteSatisfactorySatisfactorySatisfactory11110
November 200774.7Functionally obsoleteSatisfactorySatisfactorySatisfactory11130
December 200574.7Functionally obsoleteSatisfactorySatisfactorySatisfactory10905
November 200374.7Functionally obsoleteSatisfactorySatisfactorySatisfactory11050
December 200174.7Functionally obsoleteSatisfactorySatisfactorySatisfactory11050
December 199974.7Functionally obsoleteSatisfactorySatisfactorySatisfactory10990
February 199875.0Functionally obsoleteSatisfactoryGoodSatisfactory8340
January 199675.1Functionally obsoleteSatisfactoryGoodSatisfactory9580
January 199475.1Functionally obsoleteGoodGoodGood9830
January 199276.2Functionally obsoleteGoodGoodGood8095