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NFA J291 over LICK CREEK

Map

Coordinates:
+35.15556, -89.26472
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: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:180 [as of 2016]
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]
Operating rating:39.2 tons [35.6 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Sufficiency rating:90.2

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201590.2Fair6 out of 10-180
May 201389.5Fair6 out of 10-180
June 201189.5Fair6 out of 10-180
August 200989.5Fair6 out of 10-180
November 200789.5Fair6 out of 10-180
November 200589.5Fair6 out of 10-180
November 200389.5Fair6 out of 10-180
December 200189.4Fair6 out of 10-550
April 200089.4Fair6 out of 10-550
June 199889.4Fair6 out of 10-550
February 199689.4Good7 out of 10-550
September 199397.0Good7 out of 10-550
December 199197.0Good7 out of 10-550