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FAU 385 over NONCONNAH CREEK

Map

Coordinates:
+35.06417, -89.84008
35°03'51" N, 89°50'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 385 over NONCONNAH CREEK
Structure number:79SR3850011
Location:2.7 MI E OF I-240 JCT
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:265.1 ft. [80.8 m]
Total length:1774.4 ft. [540.8 m]
Roadway width between curbs:113.9 ft. [34.7 m]
Deck width edge-to-edge:117.8 ft. [35.9 m]
Owner:State Highway Agency [01]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
Main spans material:Steel continuous [4]
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: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:111,300 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:78.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$65,384,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactoryGoodGood11130078.2
May 2015GoodGoodGoodGood11130077.2
May 2013FairSatisfactoryGoodGood11168077.2
June 2011GoodGoodGoodGood9989077.2
July 2009GoodGoodGoodGood9984077.2
July 2007GoodGoodGoodGood10347077.2
July 2005GoodGoodVery GoodGood10503077.2
July 2003GoodGoodVery GoodGood8937077.2
August 2001GoodGoodVery GoodVery Good8815079.2
September 1999GoodGoodVery GoodVery Good7546079.2
March 1998GoodGoodVery GoodVery Good7641079.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.21,20421,204000
Steel Protective Coatingsq. ft.21,20421,204000
Deck
Reinforced Concrete Decksq. ft.233,729231,2292,50000
Wearing Surfacessq. ft.117,912117,912000
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.281281000
Reinforced Concrete Pier Caplinear ft.891891000
Joints
Assembly with Sealeach281028100
Bearings
Movable Bearingeach2424000
Fixed Bearingeach7272000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,5483,548000