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FAS 325 over WOLF RIVER

Map

Coordinates:
+36.55393, -85.03208
36°33'14" N, 85°01'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 325 over WOLF RIVER
Structure number:25S44220001
Location:.5 MI.S.OF PICKETT CO.
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:74.2 ft. [22.6 m]
Total length:193.9 ft. [59.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1984
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:260 [as of 2015]
Truck traffic:12% of total traffic
Deck condition:Satisfactory [6 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Sufficiency rating:86.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairSatisfactoryGoodGood26086.6
July 2014FairSatisfactoryGoodGood29086.6
July 2012GoodGoodGoodGood28086.6
July 2010GoodGoodGoodGood29086.9
July 2008GoodGoodGoodGood34086.9
July 2006GoodGoodVery GoodVery Good35086.9
June 2004GoodGoodVery GoodVery Good33086.9
July 2002GoodGoodVery GoodVery Good29086.9
July 2000GoodGoodVery GoodVery Good28086.9
June 1998GoodGoodVery GoodVery Good25094.4
May 1996GoodGoodVery GoodVery Good27089.9
July 1994GoodGoodVery GoodVery Good19094.2
July 1992GoodGoodVery GoodVery Good20094.2
July 1990GoodGoodVery GoodVery Good20094.2