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FAU 4385 over BRANCH

Map 

Coordinates:
+35.01472, -89.83083
35°00'53" N, 89°49'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 4385 over BRANCH
Structure number:79043850003
Location:RIVERDALE RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:12.1 ft. [3.7 m]
Total length:27.9 ft. [8.5 m]
Skew angle:60°
Owner:City or Municipal Highway Agency [04]
Year built:1975
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:17,290 [as of 2016]
Truck traffic:6% 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 desirable criteria [8]
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:98.9 tons [89.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:67.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$595,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201567.0Not deficient---17290
April 201367.0Not deficient---17290
May 201167.0Not deficient---17290
June 200967.0Not deficient---17290
November 200767.0Not deficient---17290
October 200567.0Not deficient---28820
October 200367.0Not deficient---27140
November 200167.0Not deficient---29090
April 200067.0Not deficient---26120
June 199867.0Not deficient---24890
December 199567.0Not deficient---16630
October 199382.0Not deficient---20010
December 199196.9Not deficient---100