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PA 655 over TRIB TO SPRING CREEK

Map

Coordinates:
+40.17853, -78.02171
40°10'43" N, 78°01'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PA 655 over TRIB TO SPRING CREEK
Structure number:000000000040758
Old structure number:310655008011510 (from 1992 edition)
Location:3 MI SW OF THREE SPRINGS
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:42.0 ft. [12.8 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:34.5 ft. [10.5 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:762 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:97.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016GoodGoodVery GoodVery Good76297.9
April 2015GoodGoodVery GoodVery Good74198.0
June 2013GoodGoodVery GoodVery Good72698.0
September 2011GoodGoodVery GoodVery Good76697.9
December 2009GoodGoodVery GoodVery Good77197.9
January 2008GoodGoodVery GoodVery Good90097.6
May 2006GoodGoodVery GoodVery Good94497.4
August 2004GoodGoodVery GoodVery Good91497.5
December 2002GoodVery GoodVery GoodVery Good90097.6
January 2001GoodVery GoodVery GoodVery Good169795.5
July 1998PoorPoorSatisfactoryFair166447.5
July 1997PoorPoorSatisfactoryFair163147.7
June 1996PoorPoorSatisfactoryFair86648.7
August 1995PoorPoorSatisfactoryFair87948.6
July 1994PoorPoorSatisfactoryFair86548.7
July 1993PoorPoorSatisfactoryFair85348.8
August 1992PoorPoorGoodFair85348.8
July 1991FairGoodGoodFair82257.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.394394000
Deck
Reinforced Concrete Decksq. ft.1,5501,550000
Substructure
Reinforced Concrete Abutmentlinear ft.9595000
Bearings
Elastomeric Bearingeach1818000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8381020