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NFA J291 over LICK CREEK

Map

Coordinates:
+35.15561, -89.26478
35°09'20" N, 89°15'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA J291 over LICK CREEK
Structure number:790B8020001
Location:IDLEWILD ST - MEMPHIS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:15.1 ft. [4.6 m]
Total length:29.9 ft. [9.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1930
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:180 [as of 2018]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:100.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Fair6 out of 10180100.0
May 2015Fair6 out of 1018090.2
May 2013Fair6 out of 1018089.5
June 2011Fair6 out of 1018089.5
August 2009Fair6 out of 1018089.5
November 2007Fair6 out of 1018089.5
November 2005Fair6 out of 1018089.5
November 2003Fair6 out of 1018089.5
December 2001Fair6 out of 1055089.4
April 2000Fair6 out of 1055089.4
June 1998Fair6 out of 1055089.4
February 1996Good7 out of 1055089.4
September 1993Good7 out of 1055097.0
December 1991Good7 out of 1055097.0