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BEAVER VALLEY EX over SR 3013,RACCOON CREEK

Map

Coordinates:
+40.60404, -80.30271
40°36'15" N, 80°18'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BEAVER VALLEY EX over SR 3013,RACCOON CREEK
Structure number:000000000003513
Old structure number:040060008100000 (from 1992 edition)
Location:600'N.OF ALIQ.INTERCH.
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:85.0 ft. [25.9 m]
Total length:301.9 ft. [92.0 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1969
Year reconstructed:2015
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:4
Main spans material:Prestressed concrete [5]
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:15,299 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:77.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,095,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairGoodGoodSatisfactory1529977.2
April 2015FairGoodSatisfactorySatisfactory1566877.2
April 2013FairGoodSatisfactorySatisfactory1593477.0
April 2011FairGoodSatisfactorySatisfactory1411777.3
April 2009FairGoodSatisfactorySatisfactory1296479.4
May 2007FairGoodSatisfactorySatisfactory1453874.8
April 2005PoorFairFairPoor1430745.0
April 2003PoorFairFairPoor1368245.2
April 2001PoorFairFairPoor1369645.2
May 1999PoorSatisfactorySatisfactoryPoor1342746.3
March 1997PoorSatisfactorySatisfactoryPoor1248660.0
March 1995PoorSatisfactorySatisfactoryPoor1226561.4
April 1993FairSatisfactorySatisfactoryFair1215278.8
April 1991FairSatisfactorySatisfactoryFair1192180.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,7811,781000
Substructure
Reinforced Concrete Pier Walllinear ft.5454000
Reinforced Concrete Abutmentlinear ft.8686000
Reinforced Concrete Pier Caplinear ft.1176819300
Joints
Compression Jointlinear ft.195000195
Bearings
Elastomeric Bearingeach4848000
Bridge Rail
Other Material Bridge Raillinear ft.602602000