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FAU 2828 over NONCONNAH CREEK

Map

Coordinates:
+35.07317, -89.86275
35°04'23" N, 89°51'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 2828 over NONCONNAH CREEK
Structure number:79L28280002
Location:RIDGEWAY RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:49.9 ft. [15.2 m]
Total length:188.0 ft. [57.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1970
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 [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:32,970 [as of 2018]
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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:55.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$829,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairFairFairSatisfactory3297055.1
June 2015FairFairFairSatisfactory3297055.1
May 2013FairFairFairSatisfactory3297055.1
July 2011FairFairFairSatisfactory3297055.1
July 2009FairFairFairFair3297063.3
August 2007FairFairFairFair3297063.3
July 2005FairFairFairFair3415063.1
July 2003FairFairFairFair3331063.3
August 2001PoorPoorPoorSatisfactory3490045.7
October 1999PoorSatisfactoryPoorSatisfactory3596049.0
June 1998FairSatisfactoryFairSatisfactory2448067.6
November 1995FairSatisfactoryFairSatisfactory2448065.6
October 1993FairSatisfactoryFairSatisfactory3241065.4
September 1992FairSatisfactoryFairSatisfactory3418065.2
December 1991FairSatisfactoryFairSatisfactory3418065.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,0082,9515070
Deck
Reinforced Concrete Decksq. ft.9,3449,344000
Wearing Surfacessq. ft.7,5966,5811,01500
Substructure
Reinforced Concrete Abutmentlinear ft.10099100
Reinforced Concrete Pileeach4040000
Reinforced Concrete Pier Caplinear ft.8080000
Bearings
Elastomeric Bearingeach9696000
Bridge Rail
Other Material Bridge Raillinear ft.376375010