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SR 3001 over ENLOW FORK WHEELING CK.

Map

Coordinates:
+39.96199, -80.51673
39°57'43" N, 80°31'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 3001 over ENLOW FORK WHEELING CK.
Structure number:000000000018346
Old structure number:303001051017710 (from 1992 edition)
Location:RICHHILL TOWNSHIP
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:102.0 ft. [31.1 m]
Total length:104.0 ft. [31.7 m]
Roadway width between curbs:14.8 ft. [4.5 m]
Deck width edge-to-edge:14.8 ft. [4.5 m]
Vertical clearance above deck:11.2 ft. [3.4 m]
Owner:State Highway Agency [01]
Year built:1901
Year reconstructed:2016
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:432 [as of 2018]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:13.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$522,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018PoorGoodPoorPoor43213.3
October 2016PoorSerious-Poor42925.0
October 2014PoorPoorPoorPoor4232.5
October 2012PoorPoorSeriousPoor4242.5
October 2010PoorFairSeriousPoor17615.9
October 2009PoorSatisfactorySeriousPoor19617.2
January 2009PoorSatisfactorySeriousPoor19617.2
October 2006PoorSatisfactorySeriousPoor19217.3
October 2004PoorGoodSeriousFair8319.1
October 2002PoorVery GoodSeriousFair8019.2
October 2000PoorVery GoodSeriousFair8019.2
October 1998PoorVery GoodSeriousFair14918.0
October 1996PoorPoorSeriousFair12912.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.612612000
Steel Protective Coatingsq. ft.10,75310,753000
Steel Trusslinear ft.204204000
Steel Protective Coatingsq. ft.10,75310,753000
Steel Floor Beamlinear ft.8080000
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Masonry Abutmentlinear ft.116116000
Deck
Timber Decksq. ft.1,5341,534000
Wearing Surfacessq. ft.1,5341,534000
Bearings
Movable Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.208208000
Steel Protective Coatingsq. ft.10,75310,753000