Share:

NFA J336 over LICK CREEK

Map

Coordinates:
+35.16061, -90.01883
35°09'38" N, 90°01'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA J336 over LICK CREEK
Structure number:790A6010003
Location:GRANT ST - MEMPHIS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:19.0 ft. [5.8 m]
Total length:66.9 ft. [20.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Skew angle:26°
Owner:City or Municipal Highway Agency [04]
Year built:1964
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:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10 [as of 2018]
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 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 1010100.0
May 2015Fair6 out of 1010100.0
May 2013Fair6 out of 101097.0
June 2011Fair6 out of 101097.0
August 2009Good7 out of 101097.0
November 2007Good7 out of 101097.0
November 2005Good7 out of 101097.0
November 2003Good7 out of 101097.0
December 2001Good7 out of 1040097.0
April 2000Good7 out of 1040097.0
June 1998Good7 out of 1040097.0
February 1996Good7 out of 1040097.0
September 1993Good7 out of 1040097.0
December 1991Good7 out of 1040097.0