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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

Good/Fair/Poor Condition:Good
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. RatingConditionCulvert ConditionSD/FOADT
May 201572.7Good7 out of 10-13470
May 201369.7Good7 out of 10-13470
May 201169.7Good7 out of 10-13470
June 200969.7Good7 out of 10-13470
October 200769.7Good7 out of 10-13470
September 200571.5Good7 out of 10-11510
October 200370.4Good7 out of 10-12780
November 200169.9Good7 out of 10-13320
March 200070.1Good7 out of 10-13110
June 199867.0Good7 out of 10-16790
November 199567.0Fair6 out of 10-16650
October 199367.0Fair6 out of 10-17000
December 199167.0Fair6 out of 10-17450