Share:

US 82 over BRANCH

Map 

Coordinates:
+32.32711, -86.24466
32°19'38" N, 86°14'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 82 over BRANCH
Structure number:005131
Old structure number:000000065101350 (from 1992 edition)
Location:JCT US 82 * US 231
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:9.8 ft. [3.0 m]
Total length:36.1 ft. [11.0 m]
Skew angle:52°
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:42,870 [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:66.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,023,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201666.2Not deficient---42870
January 201466.2Not deficient---42870
January 201266.6Not deficient---39770
January 201065.7Not deficient---46890
November 200765.8Not deficient---45600
November 200567.7Not deficient---31960
November 200367.9Not deficient---30300
November 200167.9Not deficient---30300
December 199967.1Not deficient---36510
January 199867.1Not deficient---36320
January 199667.6Not deficient---40480
January 199476.5Not deficient---38250
January 199279.6Not deficient---37790