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U S 219 over N. FK. BLACKWATER RIVER

Map

Coordinates:
+39.15277, -79.49617
39°09'10" N, 79°29'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U S 219 over N. FK. BLACKWATER RIVER
Structure number:00000000047A060
Location:0.05 MI S WV 32
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:106.0 ft. [32.3 m]
Total length:365.2 ft. [111.3 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:State Highway Agency [01]
Year built:1980
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,513 [as of 2015]
Truck traffic:14% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:65.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,500,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairFairFairFair251365.0
April 2015FairFairFairFair220065.0
May 2014PoorFairSeriousSatisfactory220032.0
May 2013FairFairFairSatisfactory220065.0
April 2012FairFairFairSatisfactory300065.0
April 2011FairFairFairSatisfactory300065.0
May 2010FairSatisfactoryFairSatisfactory300066.0
April 2009FairSatisfactoryFairSatisfactory300066.0
April 2008FairSatisfactoryFairSatisfactory300066.0
April 2007FairSatisfactoryFairGood300066.0
April 2005FairSatisfactoryFairGood320066.0
August 2004FairSatisfactoryFairGood320066.0
June 2003FairSatisfactoryFairGood200068.0
April 2002FairGoodFairGood200068.0
April 2001FairGoodFairGood240066.0
April 1999FairGoodFairGood240064.0
April 1997FairGoodFairGood240064.0
September 1995FairGoodFairGood240064.3
September 1993FairGoodFairGood310064.0
October 1991FairGoodFairGood190066.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,5401,51113160
Steel Protective Coatingsq. ft.21,60021,5840016
Deck
Reinforced Concrete Decksq. ft.10,96210,9382400
Wearing Surfacessq. ft.9,6989,6762200
Substructure
Reinforced Concrete Pier Walllinear ft.57421500
Reinforced Concrete Abutmentlinear ft.129804900
Reinforced Concrete Pier Caplinear ft.8786100
Joints
Compression Jointlinear ft.112112000
Bearings
Elastomeric Bearingeach77000
Movable Bearingeach124440
Fixed Bearingeach86200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.722722000