Share:

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: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,280 [as of 2017]
Truck traffic:3% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
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:73.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,036,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201773.3Fair5 out of 10-5280
April 201557.1Poor4 out of 10SD5280
April 201373.3Fair5 out of 10-5280
May 201173.3Fair5 out of 10-5280
June 200973.3Fair5 out of 10-5280
November 200773.3Fair5 out of 10-5280
October 200557.1Poor4 out of 10SD5170
November 200368.2Fair5 out of 10-5920
November 200168.1Fair5 out of 10-6420
April 200079.2Fair6 out of 10-6880
June 199853.9Poor4 out of 10SD5800
May 199853.8Poor4 out of 10SD6440
January 199653.9Poor4 out of 10SD5800
September 199369.2Poor4 out of 10SD7250
December 199170.0Poor4 out of 10SD175