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FAP 14 over HORN LAKE CREEK

Map

Coordinates:
+34.99911, -90.11886
34°59'57" N, 90°07'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 14 over HORN LAKE CREEK
Structure number:79SR0140001
Location:0.5 MI N OF MISS LINE
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:43.0 ft. [13.1 m]
Total length:213.9 ft. [65.2 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:54.5 ft. [16.6 m]
Owner:State Highway Agency [01]
Year built:1928
Year reconstructed:1963
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,150 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:54.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$619,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactorySatisfactoryGood1115054.1
March 2015FairSatisfactorySatisfactoryGood1042054.1
March 2013FairSatisfactorySatisfactoryGood1354054.1
April 2011FairSatisfactorySatisfactoryGood1385054.1
May 2009FairSatisfactorySatisfactoryGood1651055.1
August 2007FairSatisfactorySatisfactorySatisfactory2343055.1
September 2005FairSatisfactorySatisfactorySatisfactory2367053.1
September 2003FairSatisfactorySatisfactorySatisfactory2231053.1
October 2001FairSatisfactorySatisfactorySatisfactory2234056.1
February 2000FairSatisfactorySatisfactorySatisfactory2035056.1
February 1998GoodGoodVery GoodGood1917053.1
October 1995GoodGoodVery GoodGood2038053.1
August 1993GoodGoodVery GoodGood749062.9
December 1991GoodGoodVery GoodGood710062.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2,3542,347700
Deck
Reinforced Concrete Decksq. ft.11,64211,642000
Wearing Surfacessq. ft.10,358010,35800
Substructure
Reinforced Concrete Pier Walllinear ft.109109000
Reinforced Concrete Abutmentlinear ft.109109000
Reinforced Concrete Pileeach4444000
Reinforced Concrete Pier Caplinear ft.218215300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.428419900