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SR 150-PA 150 over BEECH CREEK

Map

Coordinates:
+41.07483, -77.59203
41°04'29" N, 77°35'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 150-PA 150 over BEECH CREEK
Structure number:000000000012159
Old structure number:180150001000000 (from 1992 edition)
Location:BEECHCREEK BORO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:144.0 ft. [43.9 m]
Total length:149.0 ft. [45.4 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1935
Year reconstructed:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,964 [as of 2017]
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:Equal to present minimum criteria [6]
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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:78.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairGoodSatisfactorySatisfactory396478.4
March 2015FairGoodSatisfactorySatisfactory402978.2
March 2013FairGoodSatisfactorySatisfactory410768.3
July 2011FairGoodSatisfactorySatisfactory419169.0
March 2011FairGoodSatisfactorySatisfactory419168.3
August 2009FairGoodSatisfactorySatisfactory421382.3
March 2009FairGoodSatisfactorySatisfactory421382.3
March 2007FairGoodSatisfactorySatisfactory461881.4
March 2006FairGoodSatisfactorySatisfactory447481.7
March 2005FairGoodSatisfactorySatisfactory442181.8
March 2004FairGoodSatisfactorySatisfactory437781.9
March 2002FairGoodSatisfactorySatisfactory704476.4
March 2000FairGoodSatisfactorySatisfactory689276.7
March 1999FairGoodSatisfactorySatisfactory674477.1
March 1998FairVery GoodSatisfactorySatisfactory661277.3
March 1997FairVery GoodSatisfactorySatisfactory648277.6
March 1996FairVery GoodSatisfactorySatisfactory635577.8
March 1995FairVery GoodSatisfactorySatisfactory626778.0
March 1994PoorCriticalPoorPoor619343.0
March 1993PoorCriticalPoorPoor619343.0
March 1991PoorCriticalPoorPoor607143.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,1921,192000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.5,66205,66200
Superstructure
Steel Trusslinear ft.29823830300
Steel Protective Coatingsq. ft.10,75310,753000
Steel Floor Beamlinear ft.1901702000
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Reinforced Concrete Abutmentlinear ft.101109010
Bearings
Movable Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000