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FAU 2822 over DITCH

Map 

Coordinates:
+35.21861, -89.86694
35°13'07" N, 89°52'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2822 over DITCH
Structure number:790M0270001
Location:YALE RD. - 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:27.9 ft. [8.5 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1968
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:13,470 [as of 2016]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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: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:64.1 tons [58.3 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:72.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$623,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201572.7Not deficient---13470
May 201369.7Not deficient---13470
May 201169.7Not deficient---13470
June 200969.7Not deficient---13470
October 200769.7Not deficient---13470
September 200571.5Not deficient---11510
October 200370.4Not deficient---12780
November 200169.9Not deficient---13320
March 200070.1Not deficient---13110
June 199867.0Not deficient---16790
November 199567.0Not deficient---16650
October 199367.0Not deficient---17000
December 199167.0Not deficient---17450