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FAU 5203 over CANE CREEK

Map 

Coordinates:
+35.09056, -90.02500
35°05'26" N, 90°01'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:4,310 [as of 2016]
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 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 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. ratingEvaluationDeckSuper.Sub.ADT
April 201576.2Not deficientFairFairSatisfactory4310
April 201376.2Not deficientFairFairFair4310
May 201176.2Not deficientFairSatisfactoryFair4310
June 200974.2Structurally deficientPoorSatisfactoryFair4310
November 200776.2Not deficientFairSatisfactoryFair4310
October 200574.9Not deficientFairGoodFair5070
October 200374.8Not deficientFairGoodFair5580
November 200174.8Not deficientFairGoodFair5650
April 200074.9Not deficientFairGoodFair5030
May 199872.0Not deficientFairGoodFair7900
June 199883.9Not deficientFairGoodGood5900
December 199563.4Structurally deficientSatisfactoryPoorSatisfactory6100
September 199363.5Structurally deficientSatisfactoryPoorSatisfactory5650
December 199166.5Structurally deficientSatisfactoryPoorSatisfactory100