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FAU 3 over BRANCH

Map 

Coordinates:
+35.05361, -90.02472
35°03'13" N, 90°01'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 3 over BRANCH
Structure number:79SR0030003
Location:2.1 M N OF SR175
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:10.2 ft. [3.1 m]
Total length:21.0 ft. [6.4 m]
Owner:State Highway Agency [01]
Year built:1934
Year reconstructed:1950
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:24,840 [as of 2014]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:59.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$467,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201559.4Not deficient---24840
February 201358.4Not deficient---28100
April 201147.4Not deficient---30730
May 200947.4Not deficient---31240
August 200747.4Not deficient---34630
August 200547.4Not deficient---34500
September 200347.4Not deficient---38980
October 200147.4Not deficient---35970
February 200047.4Not deficient---35810
February 199954.4Functionally obsoleteSatisfactorySatisfactorySatisfactory35740
February 199865.9Not deficient---38880
September 199565.9Not deficient---38530
August 199365.9Not deficient---39670
December 199165.9Not deficient---37360