Share:

WEST VIRGINIA 2 over Middle Island Creek

Map

Coordinates:
+39.40259, -81.19818
39°24'09" N, 81°11'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST VIRGINIA 2 over Middle Island Creek
Structure number:00000000037A006
Location:0.08 MILE SOUTH OF CR 26
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:160.1 ft. [48.8 m]
Total length:405.5 ft. [123.6 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:68.2 ft. [20.8 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel continuous [4]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,247 [as of 2017]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:89.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,500,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactoryGoodGood1124789.0
October 2016GoodGoodGoodGood1178289.0
September 2014GoodGoodGoodGood1100089.0
August 2012GoodGoodGoodGood1120089.0
October 2010GoodGoodGoodGood1400089.0
August 2008GoodGoodGoodGood1400088.0
September 2006GoodGoodGoodGood1100088.0
October 2004GoodGoodGoodGood930088.0
September 2002GoodGoodGoodGood930088.0
November 2000GoodGoodGoodGood930086.0
March 1999GoodGoodGoodGood465071.4
April 1997GoodGoodGoodGood465071.4
January 1997GoodGoodGoodGood465071.4
January 1995GoodGoodGoodGood465071.5
July 1991PoorSeriousFairSatisfactory225049.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,60080080000
Steel Protective Coatingsq. ft.35,222035,180042
Steel Stringerlinear ft.2,4002,400000
Steel Protective Coatingsq. ft.13,320013,1240196
Deck
Reinforced Concrete Decksq. ft.27,36726,3231,04400
Superstructure
Steel Floor Beamlinear ft.1,1341,134000
Steel Protective Coatingsq. ft.11,169011,142027
Substructure
Reinforced Concrete Pier Walllinear ft.7269030
Reinforced Concrete Abutmentlinear ft.140140000
Reinforced Concrete Pier Caplinear ft.128128000
Joints
Strip Seal Jointlinear ft.120050070
Bearings
Movable Bearingeach128400
Steel Protective Coatingsq. ft.4804044
Fixed Bearingeach44000
Steel Protective Coatingsq. ft.168800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.400400000
Reinforced Concrete Bridge Raillinear ft.1,60080079820