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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 

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. ratingEvaluationDeckSuper.Sub.ADT
May 201599.9Not deficientSatisfactorySatisfactorySatisfactory780
May 201396.9Not deficientSatisfactorySatisfactorySatisfactory780
June 201196.9Not deficientSatisfactorySatisfactorySatisfactory780
August 200996.9Not deficientSatisfactorySatisfactorySatisfactory780
November 200796.9Not deficientSatisfactorySatisfactorySatisfactory780
November 200585.9Not deficientSatisfactoryFairSatisfactory780
November 200396.9Not deficientSatisfactorySatisfactorySatisfactory780
December 200196.8Not deficientSatisfactorySatisfactorySatisfactory2600
April 200096.8Not deficientSatisfactorySatisfactorySatisfactory2600
June 199896.8Not deficientSatisfactorySatisfactorySatisfactory2600
February 199695.8Not deficientFairSatisfactorySatisfactory2600
September 199395.8Not deficientFairSatisfactorySatisfactory2600
December 199195.8Not deficientFairSatisfactorySatisfactory2600