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FAP 12 over LITTLE W. FORK RED RIVER

Map

Coordinates:
+36.59998, -87.42172
36°35'60" N, 87°25'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 12 over LITTLE W. FORK RED RIVER
Structure number:63SR0120015
Location:3 MI.SO.OF KENTUCKY LINE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:100.1 ft. [30.5 m]
Total length:462.0 ft. [140.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Owner:State Highway Agency [01]
Year built:1988
Year reconstructed:1996
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:6
Main spans material:Steel continuous [4]
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: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:41,200 [as of 2017]
Truck traffic:2% 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: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 the assessed or calculated scour condition. [8]
Sufficiency rating:75.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,823,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactoryGoodGood4120075.6
November 2016FairSatisfactoryGoodGood4215075.5
November 2014FairSatisfactoryGoodGood3858075.9
November 2012FairSatisfactoryGoodGood4303075.4
November 2010FairSatisfactoryGoodGood3475077.9
November 2008FairSatisfactoryGoodGood4469077.8
November 2006FairSatisfactoryVery GoodVery Good3472072.2
February 2005FairSatisfactoryVery GoodVery Good4915070.4
June 2003FairSatisfactoryVery GoodVery Good4629070.7
June 2001FairSatisfactoryVery GoodVery Good4985070.3
June 1999GoodVery GoodGoodVery Good4587068.8
January 1997GoodVery GoodGoodVery Good3850076.5
April 1995GoodVery GoodGoodVery Good3901094.0
December 1992GoodVery GoodGoodVery Good4608093.5
January 1991GoodVery GoodGoodVery Good4608093.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,1823,182000
Steel Protective Coatingsq. ft.29,699027,7191,9800
Deck
Reinforced Concrete Decksq. ft.23,99623,996000
Wearing Surfacessq. ft.18,45818,458000
Substructure
Reinforced Concrete Columneach1010000
Reinforced Concrete Abutmentlinear ft.7979000
Reinforced Concrete Pier Caplinear ft.335335000
Joints
Assembly with Sealeach7900790
Bearings
Movable Bearingeach4949000
Bridge Rail
Other Material Bridge Raillinear ft.9458500950