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PA 997; Cumberland over KEASEY RUN

Map

Coordinates:
+40.04832, -77.65683
40°02'54" N, 77°39'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PA 997; Cumberland over KEASEY RUN
Structure number:000000000017468
Old structure number:280997058000000 (from 1992 edition)
Location:0.5 MI.S.OF PLESANT HALL
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:26.9 ft. [8.2 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1927
Year reconstructed:2015
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,922 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:78.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$313,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodVery GoodVery GoodGood492278.4
April 2014PoorPoorPoorFair487642.4
April 2012PoorPoorPoorFair480342.5
April 2010PoorPoorPoorFair451843.0
May 2008PoorPoorPoorFair444543.1
May 2006PoorPoorPoorFair500242.1
September 2004PoorPoorPoorFair478442.5
June 2002PoorPoorPoorFair471342.3
June 2000FairFairFairSatisfactory591560.7
April 1998FairFairFairSatisfactory577160.9
April 1996FairFairFairSatisfactory550962.5
April 1994FairFairFairGood484263.3
April 1992FairFairFairGood473863.4
April 1990PoorFairPoorSatisfactory499344.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.328179505049
Deck
Reinforced Concrete Decksq. ft.1,5281,4893900
Wearing Surfacessq. ft.1,3811,3463500
Substructure
Reinforced Concrete Pier Walllinear ft.3232000
Reinforced Concrete Abutmentlinear ft.9089100
Reinforced Concrete Pile Cap/Footinglinear ft.33000
Bearings
Enclosed/Concealed Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.118118000