Share:

FAP 14 over HORN LAKE CREEK

Map 

Coordinates:
+34.99889, -90.11861
34°59'56" N, 90°07'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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