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US 82 over BRANCH

Map 

Coordinates:
+32.32691, -86.27256
32°19'37" N, 86°16'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 82 over BRANCH
Structure number:005129
Old structure number:000000065101180 (from 1992 edition)
Location:0.5 MI E NARROWLANE 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:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1955
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:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:40,960 [as of 2013]
Truck traffic:6% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
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:60.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,053,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201660.2Not deficient---40960
December 201360.2Not deficient---40960
January 201259.7Not deficient---39450
January 201058.1Not deficient---44180
November 200756.2Not deficient---43880
November 200556.7Not deficient---42330
November 200356.8Not deficient---42050
November 200156.8Not deficient---42050
December 199956.3Not deficient---37520
January 199856.5Not deficient---37050
January 199668.1Not deficient---43500
January 199468.7Not deficient---41330
January 199271.7Not deficient---41390