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FAU 5182 over CANE CREEK

Map

Coordinates:
+35.10056, -90.01222
35°06'02" N, 90°00'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FAU 5182 over CANE CREEK
Structure number:790B6090001
Location:PERSON AVE - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:23.0 ft. [7.0 m]
Total length:47.9 ft. [14.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,170 [as of 2017]
Truck traffic:3% of total traffic
Structural 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [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:96.4

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201796.4Fair6 out of 10-6170
April 201596.4Fair6 out of 10-6170
April 201396.4Fair6 out of 10-6170
May 201196.4Fair6 out of 10-6170
June 200996.4Fair6 out of 10-6170
November 200796.4Fair6 out of 10-6170
October 200596.5Fair6 out of 10-5310
October 200396.3Fair6 out of 10-7050
November 200196.3Fair6 out of 10-7030
April 200096.3Fair6 out of 10-7640
June 199896.3Fair6 out of 10-7870
December 199596.4Good7 out of 10-6900
September 199396.4Fair6 out of 10-7750
December 199196.6Fair6 out of 10-4900