US 19 over NEW RIVER CSX RR, WV 82


+38.02333, -81.08667
38°01'24" N, 81°05'12" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 19 over NEW RIVER CSX RR, WV 82
Structure number:00000000010A214
Location:1.16 Miles N. of WV 16
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:1816.7 ft. [553.7 m]
Total length:3036.6 ft. [925.5 m]
Roadway width between curbs:67.3 ft. [20.5 m]
Deck width edge-to-edge:73.5 ft. [22.4 m]
Vertical clearance below bridge:70.9 ft. [21.6 m]
Owner:State Highway Agency [01]
Year built:1977
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 [3]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,426 [as of 2015]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
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:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:68.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201668.0FairSatisfactoryFairFair-18426
September 201563.1FairSatisfactoryFairFair-20900
September 201360.8FairSatisfactoryFairFair-12900
September 201260.8FairSatisfactoryFairFair-12900
August 201161.8FairSatisfactoryFairSatisfactory-16200
September 201061.5FairSatisfactoryFairSatisfactory-16200
August 200961.5FairSatisfactoryFairSatisfactory-16200
November 200861.5FairSatisfactoryFairSatisfactory-16200
August 200761.5FairSatisfactoryFairSatisfactory-16200
September 200661.5FairSatisfactoryFairSatisfactory-8000
September 200569.2FairSatisfactoryFairSatisfactory-8000
September 200480.0FairSatisfactorySatisfactorySatisfactory-16000
September 200380.0FairSatisfactorySatisfactorySatisfactory-17000
September 200280.0FairSatisfactorySatisfactorySatisfactory-17000
September 200180.0FairSatisfactorySatisfactorySatisfactory-16000
September 200080.0FairSatisfactorySatisfactorySatisfactory-16000
September 19990.0-----400
September 199880.0FairSatisfactorySatisfactorySatisfactory-14000
September 199780.0FairGoodSatisfactorySatisfactory-14000
September 199680.0FairGoodSatisfactorySatisfactory-14000
September 199580.0FairGoodSatisfactorySatisfactory-10000
October 199480.0FairGoodSatisfactorySatisfactory-10000
November 199164.4FairGoodSatisfactorySatisfactory-10000