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US 78 over LOCUST FORK WARRIOR RVR

Map

Coordinates:
+33.70426, -86.99167
33°42'15" N, 86°59'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 78 over LOCUST FORK WARRIOR RVR
Structure number:007627
Old structure number:00000004370034A (from 1992 edition)
Location:3 MI E SUMITON
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:180.1 ft. [54.9 m]
Total length:582.0 ft. [177.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:State Highway Agency [01]
Year built:1962
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:3
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:9,305 [as of 2017]
Truck traffic:13% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:40.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,171,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016PoorPoorFairSatisfactory930540.9
March 2014PoorPoorFairSatisfactory930540.9
March 2013PoorPoorFairSatisfactory932540.9
March 2012PoorPoorFairSatisfactory969040.9
March 2011PoorPoorFairSatisfactory969040.9
March 2010PoorPoorFairSatisfactory1556540.9
February 2008PoorPoorFairSatisfactory1412050.0
February 2006PoorPoorFairSatisfactory1397030.0
February 2004PoorPoorFairSatisfactory1479530.0
February 2002PoorPoorFairSatisfactory1479530.0
January 2000PoorPoorFairSatisfactory1351030.2
February 1998PoorPoorFairGood1240549.9
November 1995PoorPoorSatisfactoryGood1240561.0
November 1993FairFairSatisfactoryGood1113563.0
January 1993FairFairFairGood1113551.0
January 1991FairFairFairGood1048051.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.92408041200
Steel Protective Coatingsq. ft.150,695000150,695
Prestressed Concrete Girder/Beamlinear ft.484048400
Steel Stringerlinear ft.1,386001,3860
Deck
Reinforced Concrete Decksq. ft.17,92602,42615,5000
Superstructure
Steel Floor Beamlinear ft.596005942
Substructure
Reinforced Concrete Columneach87100
Reinforced Concrete Pier Walllinear ft.3603600
Reinforced Concrete Abutmentlinear ft.7807440
Reinforced Concrete Pier Caplinear ft.112096160
Joints
Pourable Jointlinear ft.9292000
Bearings
Movable Bearingeach120084
Fixed Bearingeach1001000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,16401,113510