Share:

I85 NBL over BRANCH

Map 

Coordinates:
+32.36085, -86.17783
32°21'39" N, 86°10'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I85 NBL over BRANCH
Structure number:008609
Old structure number:00000I85510075B (from 1992 edition)
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:29.9 ft. [9.1 m]
Skew angle:45°
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]
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:60.2 tons [54.7 metric tons]
Sufficiency rating:77.2
Estimated cost of work:$912,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201577.2Not deficient---42250
June 201377.2Not deficient---42250
June 201177.5Not deficient---39625
June 200978.3Not deficient---41000
June 200766.6Not deficient---41300
August 200567.3Not deficient---36035
May 200368.2Not deficient---29620
July 200168.2Not deficient---29620
August 199968.8Not deficient---24820
August 199784.7Not deficient---22700
June 199585.1Not deficient---20000
May 199385.4Not deficient---17480
April 199185.6Not deficient---14180