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FAU 5055 over BRANCH

Map 

Coordinates:
+35.04389, -89.96361
35°02'38" N, 89°57'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 5055 over BRANCH
Structure number:79050550001
Location:SWINNEA RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:20.0 ft. [6.1 m]
Total length:24.6 ft. [7.5 m]
Skew angle:21°
Owner:City or Municipal Highway Agency [04]
Year built:2000
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,710 [as of 2017]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:80.9

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201780.9Fair6 out of 10-9710
April 201580.9Good7 out of 10-9710
April 201380.9Good7 out of 10-9710
May 201180.9Good7 out of 10-9710
June 200980.9Good7 out of 10-9710
November 200780.9Good7 out of 10-9710
October 200580.9Good7 out of 10-9540
November 200380.9Good7 out of 10-9490