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NFA J344 over LICK CREEK

Map

Coordinates:
+35.15717, -90.00714
35°09'26" N, 90°00'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA J344 over LICK CREEK
Structure number:790B5770001
Location:WILLETT 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:29.9 ft. [9.1 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1950
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:300 [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:100.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Fair6 out of 10300100.0
May 2015Fair6 out of 10300100.0
May 2013Fair6 out of 1030097.0
June 2011Fair6 out of 1030097.0
August 2009Fair6 out of 1030097.0
November 2007Fair6 out of 1030097.0
November 2005Fair6 out of 1030097.0
November 2003Fair6 out of 1030097.0
December 2001Fair6 out of 10470079.4
April 2000Fair6 out of 10470079.4
June 1998Fair6 out of 10470079.4
February 1996Good7 out of 10470079.4
September 1993Good7 out of 10470079.6
December 1991Good7 out of 10470079.6