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WV 340 T over CSXRR&FLOWING SPRING RUN

Map

Coordinates:
+39.31339, -77.79283
39°18'48" N, 77°47'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WV 340 T over CSXRR&FLOWING SPRING RUN
Structure number:00000000019A024
Location:0.11 MI S OF WV 230 F
Purpose:Carries highway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:55.4 ft. [16.9 m]
Total length:230.0 ft. [70.1 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1971
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,792 [as of 2017]
Truck traffic:11% 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:Better than present minimum criteria [7]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 (including piles) on dry land well above flood water elevations. [9]
Sufficiency rating:81.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairFairFairFair1179281.0
October 2016FairFairFairFair1202281.0
October 2014FairSatisfactoryFairFair1375082.0
October 2012FairSatisfactoryFairFair1375082.0
October 2010FairSatisfactoryFairFair1470082.0
September 2008FairSatisfactoryFairFair1425082.0
September 2006FairSatisfactoryFairFair1425082.0
September 2004FairSatisfactoryFairFair1675082.0
September 2002FairSatisfactoryFairFair1525082.0
September 2000FairGoodFairSatisfactory1450080.0
September 1998FairGoodFairSatisfactory1450080.0
September 1996FairSatisfactoryFairSatisfactory1350080.0
September 1994FairSatisfactoryFairSatisfactory1350080.0
September 1992FairSatisfactoryFairSatisfactory1075080.0
October 1990FairSatisfactoryFairSatisfactory1100080.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,3441,22031210
Deck
Reinforced Concrete Decksq. ft.9,6369,56934330
Wearing Surfacessq. ft.8,7128,331473340
Substructure
Reinforced Concrete Pier Walllinear ft.1026411270
Reinforced Concrete Abutmentlinear ft.147784650
Reinforced Concrete Pier Caplinear ft.153761760
Joints
Other Jointlinear ft.215002150
Bearings
Elastomeric Bearingeach4848000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.453452010