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FAU 5221 over LICK CREEK

Map 

Coordinates:
+35.16583, -90.01806
35°09'57" N, 90°01'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 5221 over LICK CREEK
Structure number:790B5410001
Location:VOLLINTINE AVE - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:19.0 ft. [5.8 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:53.8 ft. [16.4 m]
Deck width edge-to-edge:89.2 ft. [27.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
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:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:5,280 [as of 2016]
Truck traffic:3% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
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]
Evaluation:Structurally deficient [1]
Sufficiency rating:57.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,036,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201557.1Structurally deficient---5280
April 201373.3Not deficient---5280
May 201173.3Not deficient---5280
June 200973.3Not deficient---5280
November 200773.3Not deficient---5280
October 200557.1Structurally deficient---5170
November 200368.2Not deficient---5920
November 200168.1Not deficient---6420
April 200079.2Not deficient---6880
May 199853.8Structurally deficient---6440
June 199853.9Structurally deficient---5800
January 199653.9Structurally deficient---5800
September 199369.2Structurally deficient---7250
December 199170.0Structurally deficient---175