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US 80 EBL * WBL over STREAM

Map 

Coordinates:
+32.30000, -86.35000
32°17'60" N, 86°20'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 80 EBL * WBL over STREAM
Structure number:015534
Location:0.1 MI. W. JCT. US 31
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:30.8 ft. [9.4 m]
Total length:30.8 ft. [9.4 m]
Skew angle:76°
Owner:State Highway Agency [01]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete continuous [2]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:33,370 [as of 2013]
Truck traffic:10% 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 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: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:67.3 tons [61.2 metric tons]
Inventory rating:40.5 tons [36.8 metric tons]
Sufficiency rating:78.2
Estimated cost of work:$13,129,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201478.2Not deficient---33370
March 201279.2Not deficient---25000
February 201079.8Not deficient---28270
February 200879.6Not deficient---30170
January 200676.5Not deficient---30720
December 200376.5Not deficient---30360
November 200176.5Not deficient---30360
February 200078.4Not deficient---14420
March 199876.8Not deficient---28300
March 199675.8Not deficient---46390
February 199476.1Not deficient---42530
September 199276.1Not deficient---42660