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FAU 5092 over NONCONNAH CREEK

Map 

Coordinates:
+35.07611, -90.06444
35°04'34" N, 90°03'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 5092 over NONCONNAH CREEK
Structure number:790M0850001
Location:W ALCY RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:107.0 ft. [32.6 m]
Total length:491.2 ft. [149.7 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:55.8 ft. [17.0 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1980
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,080 [as of 2017]
Truck traffic:35% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:75.2 tons [68.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201695.6FairGoodSatisfactorySatisfactory-6080
June 201595.6FairSatisfactorySatisfactorySatisfactory-6080
May 201394.6FairFairSatisfactorySatisfactory-6080
July 201194.6FairFairSatisfactorySatisfactory-6080
July 200994.6FairFairSatisfactorySatisfactory-6080
August 200794.6FairFairGoodSatisfactory-6080
July 200594.7FairFairGoodGood-5580
July 200395.1FairFairGoodGood-4010
August 200197.0FairFairGoodGood-4410
October 199998.5FairSatisfactoryGoodGood-2300
June 199896.5FairFairGoodGood-2000
January 199696.5FairFairGoodGood-2000
September 199396.4FairFairGoodGood-2500
December 199196.9FairFairGoodGood-500