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NFA J296 over LICK CREEK

Map 

Coordinates:
+35.15583, -90.00028
35°09'21" N, 90°00'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA J296 over LICK CREEK
Structure number:790B8000001
Location:AUBURNDALE ST - MEMPHIS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:27.9 ft. [8.5 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:51.8 ft. [15.8 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:200 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 2015100.0Not deficientGoodGoodGood200
May 201397.0Not deficientGoodGoodGood200
June 201197.0Not deficientGoodGoodGood200
August 200997.0Not deficientGoodVery GoodGood200
November 200797.0Not deficientGoodVery GoodGood200
November 200597.0Not deficientGoodVery GoodSatisfactory200
November 200397.0Not deficientGoodVery GoodSatisfactory200
December 200197.0Not deficientGoodVery GoodSatisfactory200
April 200097.0Not deficientGoodVery GoodSatisfactory200
June 199897.0Not deficientGoodVery GoodSatisfactory200
February 199697.0Not deficientSatisfactorySatisfactorySatisfactory200
September 199397.0Not deficientSatisfactorySatisfactorySatisfactory200
December 199197.0Not deficientSatisfactorySatisfactorySatisfactory200