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FAP 14 over WORKHOUSE BAYOU

Map 

Coordinates:
+35.16389, -89.95361
35°09'50" N, 89°57'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAP 14 over WORKHOUSE BAYOU
Structure number:79SR0140021
Location:1.5 MI E OF SR-57 JCT
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:13.8 ft. [4.2 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1942
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:16,280 [as of 2014]
Truck traffic:7% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:79.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$832,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201579.2Not deficient---16280
March 201379.2Not deficient---14970
April 201179.2Not deficient---15560
May 200979.2Not deficient---15720
August 200779.2Not deficient---24170
September 200579.2Not deficient---20360
September 200379.2Not deficient---19650
October 200179.2Not deficient---19660
February 200079.2Not deficient---18440
February 199864.2Not deficient---20430
October 199564.3Not deficient---20430
September 199364.3Not deficient---20390
December 199164.3Not deficient---21070