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ATLANTA HWY over BRANCH

Map 

Coordinates:
+32.38242, -86.18655
32°22'57" N, 86°11'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ATLANTA HWY over BRANCH
Structure number:006749
Old structure number:0000010851M1010 (from 1992 edition)
Location:0.2 MI.W.OF EAST BYPASS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:5.9 ft. [1.8 m]
Total length:21.0 ft. [6.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1928
Year reconstructed:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:33,450 [as of 1988]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:52.4 tons [47.6 metric tons]
Inventory rating:31.4 tons [28.5 metric tons]
Sufficiency rating:69.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,275,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201469.6Not deficient---33450
August 201269.6Not deficient---33450
August 201069.6Not deficient---33450
August 200849.8Not deficient---33450
August 200649.8Not deficient---33450
August 200449.8Not deficient---33450
August 200249.8Not deficient---33450
May 200049.8Not deficient---33450
May 199848.7Not deficient---33450
June 199648.5Not deficient---33450
May 199448.5Not deficient---33450
July 199248.5Not deficient---33450
May 199052.6Not deficient---33450