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FAU 2875 over FLETCHER CREEK

Map

Coordinates:
+35.16950, -89.86556
35°10'10" N, 89°51'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 2875 over FLETCHER CREEK
Structure number:79028750003
Location:SYCAMORE VIEW RD. - MEM
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:29.9 ft. [9.1 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:88.9 ft. [27.1 m]
Deck width edge-to-edge:103.0 ft. [31.4 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1967
Year reconstructed:1989
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 continuous [6]
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:35,070 [as of 2017]
Truck traffic:5% 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: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:82.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactorySatisfactory3507082.0
April 2015FairSatisfactoryGoodSatisfactory3507082.0
April 2013FairSatisfactoryGoodSatisfactory3507082.0
May 2011FairSatisfactoryGoodSatisfactory3507082.0
June 2009FairSatisfactoryGoodSatisfactory3507081.0
October 2007FairSatisfactoryGoodFair3507070.0
October 2005FairSatisfactoryGoodFair3610070.0
October 2003FairGoodGoodFair3250073.0
November 2001FairGoodGoodFair3854070.0
March 2000FairGoodGoodSatisfactory3506082.0
June 1998GoodGoodGoodGood3978081.0
May 1998GoodGoodGoodGood3952081.0
December 1995GoodGoodGoodGood3978081.0
October 1993GoodGoodGoodGood3682083.0
December 1991FairSatisfactoryGoodSatisfactory3850064.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,1701,170000
Deck
Reinforced Concrete Decksq. ft.9,1809,180000
Substructure
Reinforced Concrete Pier Walllinear ft.204204000
Reinforced Concrete Abutmentlinear ft.204204000
Reinforced Concrete Pileeach2626000
Bearings
Elastomeric Bearingeach5252000
Bridge Rail
Other Material Bridge Raillinear ft.180180000