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NFA J314 over LICK CREEK

Map

Coordinates:
+35.15706, -90.00600
35°09'25" N, 90°00'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA J314 over LICK CREEK
Structure number:790B5760001
Location:MAURY ST - MEMPHIS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.0 ft. [7.3 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:49.9 ft. [15.2 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 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:280 [as of 2018]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry 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: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: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:94.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Fair6 out of 1028094.8
May 2015Fair6 out of 1028092.5
May 2013Fair6 out of 1028089.5
June 2011Fair6 out of 1028089.5
August 2009Good7 out of 1028089.5
November 2007Good7 out of 1028089.5
November 2005Good7 out of 1028089.5
November 2003Good7 out of 1028089.5
December 2001Good7 out of 1030089.5
April 2000Good7 out of 1030089.5
June 1998Good7 out of 1030089.5
February 1996Good7 out of 1030089.5
September 1993Good7 out of 1030097.0
December 1991Good7 out of 1030097.0