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FAS 176 over NONCONNAH CREEK

Map

Coordinates:
+35.07706, -89.93131
35°04'37" N, 89°55'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 176 over NONCONNAH CREEK
Structure number:79E02010003
Location:0.2 MI. S OF I-240 JCT.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:51.2 ft. [15.6 m]
Total length:239.8 ft. [73.1 m]
Roadway width between curbs:88.6 ft. [27.0 m]
Deck width edge-to-edge:103.4 ft. [31.5 m]
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:1984
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:7
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: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:35,870 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:65.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,258,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairFairSatisfactoryFair3587065.9
June 2015FairFairSatisfactorySatisfactory3587077.4
May 2013FairFairSatisfactorySatisfactory3218078.9
July 2011PoorPoorSatisfactorySatisfactory3412075.8
July 2009FairSatisfactorySatisfactorySatisfactory3523078.9
July 2007FairSatisfactorySatisfactorySatisfactory3752078.0
July 2005FairSatisfactorySatisfactorySatisfactory3827077.9
July 2003FairSatisfactorySatisfactorySatisfactory3977077.9
August 2001FairSatisfactorySatisfactorySatisfactory4248076.9
September 1999FairSatisfactorySatisfactorySatisfactory4578068.5
March 1998FairFairSatisfactoryFair4375065.5
October 1995FairFairSatisfactoryFair4226065.5
September 1993FairFairSatisfactoryFair3862065.5
December 1991PoorFairSatisfactoryPoor4356049.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,6402,640000
Prestressed Concrete Girder/Beamlinear ft.960960000
Deck
Reinforced Concrete Decksq. ft.24,240024,24000
Substructure
Reinforced Concrete Columneach6868000
Reinforced Concrete Pier Walllinear ft.152152000
Reinforced Concrete Abutmentlinear ft.202202000
Reinforced Concrete Pier Caplinear ft.445445000
Bearings
Elastomeric Bearingeach3232000
Movable Bearingeach6666000
Fixed Bearingeach6666000
Bridge Rail
Other Material Bridge Raillinear ft.480480000