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FAU 5252 over WORKHOUSE CREEK

Map 

Coordinates:
+35.16056, -89.94778
35°09'38" N, 89°56'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 5252 over WORKHOUSE CREEK
Structure number:790B6360001
Location:NATIONAL ST - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:26.9 ft. [8.2 m]
Skew angle:12°
Owner:City or Municipal Highway Agency [04]
Year built:1950
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
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:8,200 [as of 2016]
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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:88.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201588.7Not deficient---8200
April 201396.2Not deficient---8200
May 201196.2Not deficient---8200
June 200996.2Not deficient---8200
November 200796.2Not deficient---8200
October 200596.1Not deficient---9540
October 200396.1Not deficient---9550
November 200196.1Not deficient---9810
April 200096.1Not deficient---9290
May 199895.1Not deficient---9500
June 199895.2Not deficient---8430
December 199595.4Not deficient---8390
September 199395.3Not deficient---9800
December 199195.4Not deficient---7250