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FAU 977 (SA 6310) over LITTLE WEST FORK CREEK

Map

Coordinates:
+36.59150, -87.38975
36°35'29" N, 87°23'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 977 (SA 6310) over LITTLE WEST FORK CREEK
Structure number:63S61170001
Location:8.5 MI NW CLARKSVILLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:140.1 ft. [42.7 m]
Total length:325.1 ft. [99.1 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:2004
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: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,600 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:67.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,815,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairVery GoodFairVery Good760067.8
January 2015FairVery GoodFairVery Good760067.8
January 2013FairVery GoodFairVery Good760067.8
January 2011GoodVery GoodVery GoodVery Good760079.4
January 2009GoodVery GoodVery GoodVery Good760077.4
January 2007GoodVery GoodVery GoodVery Good484080.7
April 2005GoodVery GoodVery GoodVery Good484080.7
August 2003PoorPoorPoorFair484038.1
August 2001PoorPoorPoorFair484038.1
July 1999PoorPoorFairFair327055.4
March 1997PoorPoorFairFair311055.5
March 1995PoorPoorFairFair332053.3
January 1993PoorSeriousSeriousSerious332015.8
March 1991PoorSeriousSeriousSerious332015.8