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FAU 4452 over BRANCH

Map

Coordinates:
+35.20889, -89.80833
35°12'32" N, 89°48'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FAU 4452 over BRANCH
Structure number:790A6410003
Location:APPLING RD - MEMPHIS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:25.9 ft. [7.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
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:3,000 [as of 2016]
Truck traffic:3% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:35.6 tons [32.4 metric tons]
Inventory rating:21.3 tons [19.4 metric tons]
Sufficiency rating:82.7

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201582.7Good7 out of 10-3000
May 201396.2Good7 out of 10-3000
May 201196.2Good7 out of 10-3000
June 200996.2Good7 out of 10-3000
November 200796.2Good7 out of 10-3000
October 200596.2Good7 out of 10-2850
October 200396.3Good7 out of 10-2560
November 200196.1Good7 out of 10-3050
April 200096.0Good7 out of 10-3600
June 199895.7Good7 out of 10-4490
December 199596.5Good7 out of 10-1710
October 199396.7Good7 out of 10-870
December 199196.8Good7 out of 10-740