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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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:6,080 [as of 2016]
Truck traffic:35% of total traffic
Deck condition:Satisfactory [6 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. ratingEvaluationDeckSuper.Sub.ADT
June 201595.6Not deficientSatisfactorySatisfactorySatisfactory6080
May 201394.6Not deficientFairSatisfactorySatisfactory6080
July 201194.6Not deficientFairSatisfactorySatisfactory6080
July 200994.6Not deficientFairSatisfactorySatisfactory6080
August 200794.6Not deficientFairGoodSatisfactory6080
July 200594.7Not deficientFairGoodGood5580
July 200395.1Not deficientFairGoodGood4010
August 200197.0Not deficientFairGoodGood4410
October 199998.5Not deficientSatisfactoryGoodGood2300
June 199896.5Not deficientFairGoodGood2000
January 199696.5Not deficientFairGoodGood2000
September 199396.4Not deficientFairGoodGood2500
December 199196.9Not deficientFairGoodGood500