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FAU 2827 over NONCONNAH CREEK

Map

Coordinates:
+35.08189, -89.89047
35°04'55" N, 89°53'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 2827 over NONCONNAH CREEK
Structure number:79028270009
Location:MT MORIAH RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:83.0 ft. [25.3 m]
Total length:251.0 ft. [76.5 m]
Roadway width between curbs:96.1 ft. [29.3 m]
Deck width edge-to-edge:110.9 ft. [33.8 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1957
Year reconstructed:1986
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:43,070 [as of 2018]
Truck traffic:6% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:82.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairGoodSatisfactorySatisfactory4307082.8
June 2015FairGoodSatisfactorySatisfactory4307082.8
May 2013FairGoodSatisfactorySatisfactory4307090.9
July 2011FairGoodGoodSatisfactory4307090.9
July 2009FairGoodGoodSatisfactory4307090.9
August 2007FairGoodGoodSatisfactory4307090.9
July 2005FairGoodGoodSatisfactory4486090.6
August 2003FairGoodGoodSatisfactory4716090.3
August 2001FairGoodGoodSatisfactory4961088.9
March 2000FairGoodGoodSatisfactory5127088.7
June 1998GoodGoodGoodGood5377088.3
November 1995FairSatisfactorySatisfactorySatisfactory5620091.6
October 1993FairSatisfactorySatisfactorySatisfactory6163090.8
December 1991FairSatisfactorySatisfactorySatisfactory6287090.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.5,2925,292000
Deck
Reinforced Concrete Decksq. ft.23,68823,688000
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.188186200
Reinforced Concrete Pier Caplinear ft.180180000
Bearings
Elastomeric Bearingeach8484000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.504504000