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FAU 2800 over WORKHOUSE CREEK

Map 

Coordinates:
+35.17361, -89.95806
35°10'25" N, 89°57'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2800 over WORKHOUSE CREEK
Structure number:79M28000003
Location:CHELSEA AVE IN MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:34.1 ft. [10.4 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans 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:5,020 [as of 2017]
Truck traffic:10% 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:46.3 tons [42.1 metric tons]
Inventory rating:28.5 tons [25.9 metric tons]
Sufficiency rating:76.6

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201776.6Fair6 out of 10-5020
April 201576.6Good7 out of 10-5020
April 201382.0Good7 out of 10-5020
May 201182.0Good7 out of 10-5020
June 200982.0Good7 out of 10-5020
October 200782.0Good7 out of 10-5020
October 200582.0Good7 out of 10-6150
October 200382.0Good7 out of 10-6390
October 200182.0Good7 out of 10-8100
March 200082.0Good7 out of 10-7400
June 199882.0Good7 out of 10-7660
November 199582.0Good7 out of 10-8460
October 199382.0Good7 out of 10-7480
December 199182.0Good7 out of 10-8990