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US 80 WBL over OLIVER CREEK

Map 

Coordinates:
+32.37750, -86.21000
32°22'39" N, 86°12'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 80 WBL over OLIVER CREEK
Structure number:005833
Location:1.4 MI. E. OF BYPASS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:15.1 ft. [4.6 m]
Total length:79.1 ft. [24.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1957
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:5
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:18,520 [as of 2009]
Truck traffic:6% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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: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:47.6 tons [43.3 metric tons]
Inventory rating:28.5 tons [25.9 metric tons]
Sufficiency rating:74.3
Estimated cost of work:$1,029,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201674.3Not deficient---18520
February 201474.3Not deficient---18520
February 201279.9Not deficient---18520
February 201080.0Not deficient---17525
March 200880.0Not deficient---17175
February 200680.2Not deficient---15495
January 200480.5Not deficient---13500
December 200180.5Not deficient---13500
February 200078.8Not deficient---28090
April 199878.9Not deficient---26960
April 199680.8Not deficient---10205
March 199481.1Not deficient---9890
January 199299.3Not deficient---9362