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BEAVER VALLEY EXPY over FRANKFORT ROAD

Map

Coordinates:
+40.66809, -80.32503
40°40'05" N, 80°19'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BEAVER VALLEY EXPY over FRANKFORT ROAD
Structure number:000000000003520
Old structure number:040060015025720 (from 1992 edition)
Location:INTERSECTION W SR 0018
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:96.1 ft. [29.3 m]
Total length:178.2 ft. [54.3 m]
Roadway width between curbs:99.4 ft. [30.3 m]
Deck width edge-to-edge:104.7 ft. [31.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:45°
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 [5]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,200 [as of 2016]
Truck traffic:8% 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:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:43.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,570,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairFairFairFair1520043.3
May 2015FairFairFairFair1603942.8
May 2013FairFairFairFair1663676.2
May 2011FairFairFairFair958278.7
May 2009FairFairFairFair1251979.7
May 2007FairFairFairFair2863274.1
April 2005FairFairFairFair3080473.3
April 2003FairFairFairFair2926073.9
April 2001FairFairSatisfactorySatisfactory3416584.8
April 1999FairFairSatisfactorySatisfactory3446973.5
April 1997FairFairSatisfactorySatisfactory3472884.6
April 1995FairFairSatisfactorySatisfactory3024685.4
April 1993FairFairSatisfactorySatisfactory2696386.4
April 1991FairSatisfactorySatisfactorySatisfactory2627687.7

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.2,4812,4170640
Deck
Reinforced Concrete Decksq. ft.17,52217,522000
Wearing Surfacessq. ft.16,17816,178000
Substructure
Reinforced Concrete Columneach1211100
Reinforced Concrete Abutmentlinear ft.246242400
Reinforced Concrete Pier Caplinear ft.2402300100
Joints
Other Jointlinear ft.485762770132
Bearings
Elastomeric Bearingeach8282000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.672672000