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FAP 14 over HORN LAKE CREEK

Map

Coordinates:
+34.99889, -90.11861
34°59'56" N, 90°07'07" 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]
Operating rating:43.6 tons [39.6 metric tons]
Inventory rating:25.7 tons [23.4 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201754.1FairSatisfactorySatisfactoryGoodFO11150
March 201554.1FairSatisfactorySatisfactoryGoodFO10420
March 201354.1FairSatisfactorySatisfactoryGoodFO13540
April 201154.1FairSatisfactorySatisfactoryGoodFO13850
May 200955.1FairSatisfactorySatisfactoryGoodFO16510
August 200755.1FairSatisfactorySatisfactorySatisfactoryFO23430
September 200553.1FairSatisfactorySatisfactorySatisfactoryFO23670
September 200353.1FairSatisfactorySatisfactorySatisfactoryFO22310
October 200156.1FairSatisfactorySatisfactorySatisfactoryFO22340
February 200056.1FairSatisfactorySatisfactorySatisfactoryFO20350
February 199853.1GoodGoodVery GoodGoodFO19170
October 199553.1GoodGoodVery GoodGoodFO20380
August 199362.9GoodGoodVery GoodGoodFO7490
December 199162.9GoodGoodVery GoodGoodFO7100

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2,3542,351300
Deck
Reinforced Concrete Decksq. ft.11,64211,642000
Wearing Surfacessq. ft.10,3580010,3580
Substructure
Reinforced Concrete Pier Walllinear ft.109109000
Reinforced Concrete Abutmentlinear ft.109109000
Reinforced Concrete Pileeach4444000
Reinforced Concrete Pier Caplinear ft.218212600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4283963200