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FAU 5141 over FLETCHER CREEK

Map

Coordinates:
+35.17228, -89.85514
35°10'20" N, 89°51'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 5141 over FLETCHER CREEK
Structure number:79051410001
Location:SHELBY OAKS DR-MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:99.1 ft. [30.2 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
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:7,200 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:63.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$506,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactoryGoodFair720063.8
April 2015FairSatisfactoryGoodGood720074.5
April 2013FairSatisfactoryGoodGood720074.5
May 2011FairSatisfactoryGoodGood720074.5
June 2009FairSatisfactoryGoodGood720074.5
November 2007FairSatisfactoryGoodGood720074.5
October 2005FairSatisfactoryGoodGood795075.2
October 2003GoodGoodGoodGood761075.3
November 2001GoodGoodGoodGood974074.3
April 2000GoodGoodGoodGood902073.6
June 1998GoodGoodGoodGood1013076.1
May 1998GoodGoodVery GoodGood890076.7
December 1995FairSatisfactorySatisfactorySatisfactory870076.8
October 1994FairSatisfactorySatisfactorySatisfactory905076.6