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US 82 over CARLISLE BRANCH

Map 

Coordinates:
+32.30079, -86.20403
32°18'03" N, 86°12'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 82 over CARLISLE BRANCH
Structure number:008672
Old structure number:000000065101470 (from 1992 edition)
Location:4.7 W OF MERIWETHER RD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:9.8 ft. [3.0 m]
Total length:44.9 ft. [13.7 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:4
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:31,160 [as of 2013]
Truck traffic:8% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:97.8 tons [88.9 metric tons]
Inventory rating:97.8 tons [88.9 metric tons]
Sufficiency rating:69.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,584,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201569.0Not deficient---31160
January 201369.0Not deficient---31160
January 201267.0Not deficient---30830
January 201067.0Not deficient---32280
November 200767.0Not deficient---32340
December 200567.0Not deficient---31960
October 200367.0Not deficient---30300
November 200167.0Not deficient---30300
December 199967.0Not deficient---32230
January 199867.0Not deficient---32050
January 199667.0Not deficient---28680
January 199467.0Not deficient---28850
January 199270.0Not deficient---27850