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FAU 5221 over LICK CREEK

Map

Coordinates:
+35.16589, -90.01822
35°09'57" N, 90°01'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 5221 over LICK CREEK
Structure number:790B5410001
Location:VOLLINTINE AVE - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:19.0 ft. [5.8 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:53.8 ft. [16.4 m]
Deck width edge-to-edge:89.2 ft. [27.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
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:5,280 [as of 2017]
Truck traffic:3% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:73.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,036,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Fair5 out of 10528073.3
April 2015Poor4 out of 10528057.1
April 2013Fair5 out of 10528073.3
May 2011Fair5 out of 10528073.3
June 2009Fair5 out of 10528073.3
November 2007Fair5 out of 10528073.3
October 2005Poor4 out of 10517057.1
November 2003Fair5 out of 10592068.2
November 2001Fair5 out of 10642068.1
April 2000Fair6 out of 10688079.2
June 1998Poor4 out of 10580053.9
May 1998Poor4 out of 10644053.8
January 1996Poor4 out of 10580053.9
September 1993Poor4 out of 10725069.2
December 1991Poor4 out of 1017570.0