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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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:5,020 [as of 2016]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
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. ratingEvaluationDeckSuper.Sub.ADT
April 201576.6Not deficient---5020
April 201382.0Not deficient---5020
May 201182.0Not deficient---5020
June 200982.0Not deficient---5020
October 200782.0Not deficient---5020
October 200582.0Not deficient---6150
October 200382.0Not deficient---6390
October 200182.0Not deficient---8100
March 200082.0Not deficient---7400
June 199882.0Not deficient---7660
November 199582.0Not deficient---8460
October 199382.0Not deficient---7480
December 199182.0Not deficient---8990