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FAU 2813 over HURRICANE CREEK

Map

Coordinates:
+35.05250, -89.96667
35°03'09" N, 89°58'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 2813 over HURRICANE CREEK
Structure number:79S81000009
Location:WINCHESTER RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:33.1 ft. [10.1 m]
Total length:96.1 ft. [29.3 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:1965
Year reconstructed:1985
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
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:28,530 [as of 2017]
Truck traffic:4% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Operating rating:46.5 tons [42.3 metric tons]
Inventory rating:27.7 tons [25.2 metric tons]
Sufficiency rating:77.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$416,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201777.9FairSatisfactorySatisfactorySatisfactory-28530
April 201577.9FairSatisfactorySatisfactorySatisfactory-28530
April 201377.9FairSatisfactorySatisfactorySatisfactory-28530
May 201164.9FairSatisfactorySatisfactoryFair-28530
June 200963.9FairSatisfactorySatisfactoryFair-28530
October 200764.9FairSatisfactoryFairFair-28530
September 200563.7FairSatisfactoryFairFair-31320
October 200362.7FairSatisfactoryFairFair-33940
October 200148.9PoorSatisfactoryFairPoorSD34550
March 200064.9FairSatisfactorySatisfactoryFair-35200
June 199864.9FairSatisfactorySatisfactoryFair-33860
October 199569.0FairSatisfactorySatisfactoryFair-35400
October 199371.0FairSatisfactorySatisfactoryFair-35040
December 199171.0FairSatisfactorySatisfactoryFair-34800

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,56001,56000
Prestressed Concrete Girder/Beamlinear ft.195195000
Deck
Reinforced Concrete Decksq. ft.9,6539,653000
Substructure
Reinforced Concrete Abutmentlinear ft.200200000
Reinforced Concrete Pileeach4444000
Reinforced Concrete Pier Caplinear ft.200200000
Bearings
Elastomeric Bearingeach88000
Movable Bearingeach6464000
Bridge Rail
Other Material Bridge Raillinear ft.195195000