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FAP 1 over WOLF RIVER

Map

Coordinates:
+35.15806, -89.88278
35°09'29" 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]
Operating rating:49.5 tons [45.0 metric tons]
Inventory rating:29.7 tons [27.0 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201668.9FairSatisfactorySatisfactoryFair-30160
February 201567.9FairSatisfactorySatisfactoryFair-35000
June 201378.9FairGoodSatisfactorySatisfactory-28540
June 201179.9FairGoodSatisfactorySatisfactory-25490
July 200979.9FairGoodSatisfactorySatisfactory-28270
July 200779.9FairGoodSatisfactorySatisfactory-33700
July 200578.9GoodGoodGoodGood-35560
July 200378.9FairSatisfactorySatisfactorySatisfactory-40020
August 200180.9FairSatisfactorySatisfactorySatisfactory-34380
September 199977.5FairSatisfactorySatisfactorySatisfactory-39240
February 199872.5FairSatisfactorySatisfactorySatisfactory-39400
September 199572.5FairSatisfactorySatisfactorySatisfactory-31090
August 199345.5PoorSatisfactoryPoorFairSD31290
November 199145.5PoorSatisfactoryPoorFairSD31270

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,2103,210000
Reinforced Concrete Girder/Beamlinear ft.4,0984,0772100
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
Bearings
Elastomeric Bearingeach106106000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,4341,434000