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FAU 5011 over BRANCH

Map 

Coordinates:
+35.11389, -89.80861
35°06'50" N, 89°48'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 5011 over BRANCH
Structure number:79050110003
Location:WOLF RIVER PKWY - 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:15°
Owner:City or Municipal Highway Agency [04]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: May 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:28,270 [as of 2016]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
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:72.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$554,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201572.1Good7 out of 10-28270
May 201369.1Good7 out of 10-28270
May 201169.1Good7 out of 10-28270
June 200969.1Good7 out of 10-28270
November 200769.1Good7 out of 10-28270
October 200569.4Good7 out of 10-27620
October 200368.9Good7 out of 10-28720
November 200170.7Good7 out of 10-24900
March 200071.0Good7 out of 10-24140
June 199870.7Good7 out of 10-24820
December 199572.3Fair6 out of 10-21270
October 199473.5Fair6 out of 10-18590