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PENNSYLVANIA AV over MARKEYS RUN

Map

Coordinates:
+40.68947, -80.28624
40°41'22" N, 80°17'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PENNSYLVANIA AV over MARKEYS RUN
Structure number:000000000003439
Old structure number:040018047004770 (from 1992 edition)
Location:NEAR RR OVERHEAD
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:29.9 ft. [9.1 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,355 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:73.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$228,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairFairFairSatisfactory1835573.6
November 2014FairFairFairSatisfactory1825175.7
November 2012FairFairFairSatisfactory926579.3
November 2010FairFairFairSatisfactory936579.3
November 2008FairFairFairSatisfactory923378.3
November 2006FairFairFairSatisfactory1860374.7
November 2004FairFairFairSatisfactory1670674.9
November 2002FairFairFairSatisfactory1628076.1
November 2000FairFairFairSatisfactory1599175.2
November 1998FairFairFairSatisfactory2886771.4
November 1996FairFairFairSatisfactory2730970.6
November 1994FairFairFairSatisfactory2622372.5
November 1992FairFairFairSatisfactory2586172.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.232232000
Bearings
Movable Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6868000
Deck
Reinforced Concrete Slabsq. ft.1,9551,8579800