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FAU 2821 over BRANCH

Map

Coordinates:
+35.23814, -89.95100
35°14'17" N, 89°57'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,040 [as of 2017]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.1

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Fair6 out of 10304096.1
April 2015Good7 out of 10304096.1
April 2013Good7 out of 10304096.1
May 2011Good7 out of 10304096.1
June 2009Good7 out of 10304096.1
October 2007Good7 out of 10304096.1
September 2005Good7 out of 10381091.9
October 2003Good7 out of 10387091.9
November 2001Good7 out of 10346092.0
March 2000Good7 out of 10323092.0
June 1998Good7 out of 10326094.0
November 1995Good7 out of 10175095.5
September 1993Good7 out of 10120095.6
December 1991Good7 out of 10140095.6