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BEAVER VALLEY EX over CSX RR,PRIVATE ROAD

Map

Coordinates:
+40.67416, -80.32859
40°40'27" N, 80°19'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BEAVER VALLEY EX over CSX RR,PRIVATE ROAD
Structure number:000000000003521
Old structure number:040060016014970 (from 1992 edition)
Location:SHELL PLANT BRIDGE
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:83.0 ft. [25.3 m]
Total length:313.0 ft. [95.4 m]
Roadway width between curbs:62.7 ft. [19.1 m]
Deck width edge-to-edge:68.2 ft. [20.8 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:2001
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:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,285 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:80.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,178,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairGoodFairFair1528580.0
October 2015FairGoodFairFair1612980.0
October 2013FairGoodFairFair1672980.0
October 2011FairGoodFairSatisfactory938980.0
October 2009FairGoodFairGood1064482.0
October 2007FairGoodSatisfactoryGood2905893.0
October 2005FairGoodSatisfactoryGood3248493.0
December 2003FairGoodSatisfactoryGood3209993.0
December 2001FairGoodSatisfactoryGood3868293.0
December 2000PoorPoorSeriousPoor3868248.9
December 1998PoorPoorSeriousPoor3792448.9
January 1997PoorPoorSeriousFair3282748.9
October 1994PoorPoorCriticalPoor3202637.0
December 1992PoorPoorSeriousFair2893952.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.4,4124,34026937
Deck
Reinforced Concrete Decksq. ft.20,872020,87200
Substructure
Reinforced Concrete Columneach1210200
Reinforced Concrete Abutmentlinear ft.156156000
Reinforced Concrete Pier Caplinear ft.2221774500
Joints
Strip Seal Jointlinear ft.6969000
Bearings
Elastomeric Bearingeach112112000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,2221,220020