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I85 SBL over BRANCH

Map 

Coordinates:
+32.36143, -86.17800
32°21'41" N, 86°10'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I85 SBL over BRANCH
Structure number:008608
Location:1.03 MI.N.OF E.BYPASS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:9.8 ft. [3.0 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:42,250 [as of 2013]
Truck traffic:17% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:63.3 tons [57.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:72.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$725,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201572.9Functionally obsolete---42250
June 201372.9Functionally obsolete---42250
June 201173.2Functionally obsolete---39625
June 200974.1Functionally obsolete---41000
June 200762.2Functionally obsolete---41300
August 200563.0Not deficient---36035
May 200363.9Not deficient---29620
July 200163.9Not deficient---29620
August 199964.6Not deficient---24820
August 199784.7Not deficient---22700
June 199585.1Not deficient---20000
May 199385.4Not deficient---17480
April 199185.4Not deficient---17480