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FAU 2821 over BRANCH

Map 

Coordinates:
+35.23806, -89.95083
35°14'17" N, 89°57'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2821 over BRANCH
Structure number:790A3190001
Location:HAWKINS MILL RD - MEMPHIS
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:12.1 ft. [3.7 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1963
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:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:3,040 [as of 2016]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry 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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:67.8 tons [61.6 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201596.1Not deficient---3040
April 201396.1Not deficient---3040
May 201196.1Not deficient---3040
June 200996.1Not deficient---3040
October 200796.1Not deficient---3040
September 200591.9Functionally obsolete---3810
October 200391.9Functionally obsolete---3870
November 200192.0Functionally obsolete---3460
March 200092.0Functionally obsolete---3230
June 199894.0Functionally obsolete---3260
November 199595.5Not deficient---1750
September 199395.6Not deficient---1200
December 199195.6Not deficient---1400