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NFA J326 over LICK CREEK

Map 

Coordinates:
+35.15694, -90.00500
35°09'25" N, 90°00'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA J326 over LICK CREEK
Structure number:790A5750001
Location:N AVALON ST - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:25.9 ft. [7.9 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:82.0 ft. [25.0 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:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:780 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201599.9FairSatisfactorySatisfactorySatisfactory-780
May 201396.9FairSatisfactorySatisfactorySatisfactory-780
June 201196.9FairSatisfactorySatisfactorySatisfactory-780
August 200996.9FairSatisfactorySatisfactorySatisfactory-780
November 200796.9FairSatisfactorySatisfactorySatisfactory-780
November 200585.9FairSatisfactoryFairSatisfactory-780
November 200396.9FairSatisfactorySatisfactorySatisfactory-780
December 200196.8FairSatisfactorySatisfactorySatisfactory-2600
April 200096.8FairSatisfactorySatisfactorySatisfactory-2600
June 199896.8FairSatisfactorySatisfactorySatisfactory-2600
February 199695.8FairFairSatisfactorySatisfactory-2600
September 199395.8FairFairSatisfactorySatisfactory-2600
December 199195.8FairFairSatisfactorySatisfactory-2600