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FAU 5203 over CANE CREEK

Map

Coordinates:
+35.09056, -90.02500
35°05'26" N, 90°01'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 5203 over CANE CREEK
Structure number:790B5570001
Location:HERNANDO RD - MEMPHIS
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:38.1 ft. [11.6 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:50.2 ft. [15.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1935
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: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,310 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:76.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$454,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201776.2FairFairFairSatisfactory-4310
April 201576.2FairFairFairSatisfactory-4310
April 201376.2FairFairFairFair-4310
May 201176.2FairFairSatisfactoryFair-4310
June 200974.2PoorPoorSatisfactoryFairSD4310
November 200776.2FairFairSatisfactoryFair-4310
October 200574.9FairFairGoodFair-5070
October 200374.8FairFairGoodFair-5580
November 200174.8FairFairGoodFair-5650
April 200074.9FairFairGoodFair-5030
June 199883.9FairFairGoodGood-5900
May 199872.0FairFairGoodFair-7900
December 199563.4PoorSatisfactoryPoorSatisfactorySD6100
September 199363.5PoorSatisfactoryPoorSatisfactorySD5650
December 199166.5PoorSatisfactoryPoorSatisfactorySD100