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FAU 2814 over NONCONNAH CREEK

Map

Coordinates:
+35.07633, -89.90628
35°04'35" N, 89°54'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 2814 over NONCONNAH CREEK
Structure number:79S81800001
Location:PERKINS RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:90.9 ft. [27.7 m]
Total length:245.1 ft. [74.7 m]
Roadway width between curbs:86.0 ft. [26.2 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:2003
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
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:Good
Status:Open, no restriction [A]
Average daily traffic:39,110 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:83.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodGoodVery GoodGood3911083.0
June 2015GoodGoodVery GoodGood3911083.0
May 2013GoodGoodVery GoodGood3911083.0
July 2011GoodVery GoodGoodVery Good3911083.0
July 2009GoodVery GoodGoodVery Good3911083.0
August 2007GoodVery GoodVery GoodVery Good3911083.0
July 2005GoodVery GoodVery GoodVery Good3949083.0
August 2003GoodVery GoodVery GoodVery Good3631084.1
August 2001FairSatisfactorySatisfactoryFair4325047.5
September 1999FairSatisfactorySatisfactoryFair4617047.5
June 1998FairSatisfactorySatisfactorySatisfactory4660055.5
November 1995FairSatisfactorySatisfactorySatisfactory4919055.5
October 1993FairSatisfactorySatisfactorySatisfactory4779055.5
December 1991FairSatisfactorySatisfactorySatisfactory4831055.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,4502,450000
Deck
Reinforced Concrete Decksq. ft.24,50024,500000
Substructure
Reinforced Concrete Abutmentlinear ft.200200000
Steel Pileeach5151000
Steel Protective Coatingsq. ft.5151000
Reinforced Concrete Pier Caplinear ft.196196000
Bearings
Elastomeric Bearingeach4040000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.490490000
Reinforced Concrete Bridge Raillinear ft.490490000