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FAP 1 over WOLF RIVER

Map

Coordinates:
+35.15825, -89.88278
35°09'30" N, 89°52'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 1 over WOLF RIVER
Structure number:79SR0010015
Location:0.2 MI W OF I-40 JCT
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:71.5 ft. [21.8 m]
Total length:716.9 ft. [218.5 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Owner:State Highway Agency [01]
Year built:1926
Year reconstructed:1978
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30,160 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:68.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$9,410,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairSatisfactorySatisfactoryFair3016068.9
February 2015FairSatisfactorySatisfactoryFair3500067.9
June 2013FairGoodSatisfactorySatisfactory2854078.9
June 2011FairGoodSatisfactorySatisfactory2549079.9
July 2009FairGoodSatisfactorySatisfactory2827079.9
July 2007FairGoodSatisfactorySatisfactory3370079.9
July 2005GoodGoodGoodGood3556078.9
July 2003FairSatisfactorySatisfactorySatisfactory4002078.9
August 2001FairSatisfactorySatisfactorySatisfactory3438080.9
September 1999FairSatisfactorySatisfactorySatisfactory3924077.5
February 1998FairSatisfactorySatisfactorySatisfactory3940072.5
September 1995FairSatisfactorySatisfactorySatisfactory3109072.5
August 1993PoorSatisfactoryPoorFair3129045.5
November 1991PoorSatisfactoryPoorFair3127045.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.3,2103,210000
Reinforced Concrete Girder/Beamlinear ft.4,2214,2002100
Deck
Reinforced Concrete Decksq. ft.47,25047,250000
Wearing Surfacessq. ft.45,81645,816000
Substructure
Reinforced Concrete Pier Walllinear ft.192192000
Reinforced Concrete Abutmentlinear ft.132130200
Reinforced Concrete Pileeach2342191500
Reinforced Concrete Pier Caplinear ft.1,1501,07854180
Joints
Strip Seal Jointlinear ft.126126000
Bearings
Elastomeric Bearingeach106106000
Movable Bearingeach1414000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,4341,434000