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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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:10,420 [as of 2014]
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
March 201554.1Functionally obsoleteSatisfactorySatisfactoryGood10420
March 201354.1Functionally obsoleteSatisfactorySatisfactoryGood13540
April 201154.1Functionally obsoleteSatisfactorySatisfactoryGood13850
May 200955.1Functionally obsoleteSatisfactorySatisfactoryGood16510
August 200755.1Functionally obsoleteSatisfactorySatisfactorySatisfactory23430
September 200553.1Functionally obsoleteSatisfactorySatisfactorySatisfactory23670
September 200353.1Functionally obsoleteSatisfactorySatisfactorySatisfactory22310
October 200156.1Functionally obsoleteSatisfactorySatisfactorySatisfactory22340
February 200056.1Functionally obsoleteSatisfactorySatisfactorySatisfactory20350
February 199853.1Functionally obsoleteGoodVery GoodGood19170
October 199553.1Functionally obsoleteGoodVery GoodGood20380
August 199362.9Functionally obsoleteGoodVery GoodGood7490
December 199162.9Functionally obsoleteGoodVery GoodGood7100