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BEAVER VALLEY EXPY over SR 3013,RACCOON CREEK

Map

Coordinates:
+40.60393, -80.30216
40°36'14" N, 80°18'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BEAVER VALLEY EXPY over SR 3013,RACCOON CREEK
Structure number:000000000003512
Old structure number:040060008000000 (from 1992 edition)
Location:600' N OF ALIQ INTER
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:84.0 ft. [25.6 m]
Total length:301.9 ft. [92.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:44.0 ft. [13.4 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:14,388 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:65.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairGoodSatisfactorySatisfactory1438865.1
April 2015FairGoodGoodSatisfactory1645864.9
April 2013FairGoodGoodSatisfactory1673864.8
April 2011FairGoodGoodSatisfactory1332372.3
April 2009FairGoodGoodSatisfactory1367967.1
May 2007GoodGoodGoodGood1497264.1
April 2005GoodGoodGoodGood1473459.6
April 2003GoodGoodGoodGood1422159.7
April 2001PoorSeriousFairPoor1504027.7
April 1999PoorPoorSatisfactoryPoor1474530.4
March 1997PoorPoorSatisfactoryPoor1459145.6
March 1995PoorPoorSatisfactoryPoor1433348.5
April 1993FairFairSatisfactoryFair1154567.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,0782,078000
Deck
Reinforced Concrete Decksq. ft.13,84713,847000
Substructure
Reinforced Concrete Pier Walllinear ft.6666000
Reinforced Concrete Abutmentlinear ft.107107000
Reinforced Concrete Pier Caplinear ft.144144000
Joints
Strip Seal Jointlinear ft.233400229
Bearings
Elastomeric Bearingeach5656000
Bridge Rail
Other Material Bridge Raillinear ft.6025624000