US 340 T over CSXRR/Flowing Spring Run


+39.31336, -77.79259
39°18'48" N, 77°47'33" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 340 T over CSXRR/Flowing Spring Run
Structure number:00000000019A019
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: September 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 (including piles) on dry land well above flood water elevations. [9]
Sufficiency rating:80.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairFairFairFair1179280.6
September 2016FairFairFairFair1202280.6
September 2014FairFairFairFair1375080.4
October 2012FairSatisfactoryFairSatisfactory1375081.4
October 2010FairSatisfactoryFairSatisfactory1470081.3
September 2008FairSatisfactoryFairSatisfactory1425081.4
September 2006FairSatisfactoryFairSatisfactory1425081.4
September 2004FairSatisfactoryFairSatisfactory1675081.1
November 2002FairSatisfactoryFairSatisfactory1525081.2
September 2000FairGoodFairFair1450079.3
September 1998FairGoodFairFair1450079.3
September 1996FairSatisfactorySatisfactoryFair1350079.4
September 1994FairSatisfactorySatisfactoryFair1350079.8
September 1992FairSatisfactorySatisfactoryFair1075080.0
October 1990FairSatisfactorySatisfactoryFair2150079.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.1,3301,2331960
Reinforced Concrete Decksq. ft.9,6426,62243,0160
Wearing Surfacessq. ft.8,7188,6259300
Reinforced Concrete Pier Walllinear ft.10289490
Reinforced Concrete Abutmentlinear ft.16412913220
Reinforced Concrete Pier Caplinear ft.1531168290
Pourable Jointlinear ft.370003700
Elastomeric Bearingeach4848000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.454451030