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US 80 EBL over OLIVER CREEK

Map 

Coordinates:
+32.38222, -86.18639
32°22'56" N, 86°11'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 80 EBL over OLIVER CREEK
Structure number:019918
Location:1.4 MI.E. OF BYPASS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.0 ft. [12.2 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:2009
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:18,520 [as of 2009]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:77.8 tons [70.7 metric tons]
Inventory rating:46.6 tons [42.4 metric tons]
Sufficiency rating:97.2
Estimated cost of work:$1,448,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201597.2Not deficientGoodGoodGood18520
May 201397.2Not deficientGoodGoodGood18520
May 201197.2Not deficientGoodGoodVery Good18520
May 200994.3Not deficientVery GoodGoodVery Good17575