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FAU 4385 over BRANCH

Map 

Coordinates:
+35.02361, -89.83083
35°01'25" 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:790S0120001
Location:RIVERDALE RD. - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:30.8 ft. [9.4 m]
Total length:63.0 ft. [19.2 m]
Skew angle:60°
Owner:City or Municipal Highway Agency [04]
Year built:1980
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
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:34,670 [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:48.5 tons [44.1 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:$1,309,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201567.0Not deficient---34670
April 201367.0Not deficient---34670
May 201167.0Not deficient---34670
June 200967.0Not deficient---34670
November 200767.0Not deficient---34670
October 200555.0Not deficient---29770
October 200355.0Not deficient---38410
November 200155.0Not deficient---40520
March 200067.0Not deficient---38390
May 199867.0Not deficient---35450
June 199867.0Not deficient---19510
December 199567.0Not deficient---19510
October 199367.0Not deficient---20020
December 199167.0Not deficient---21070