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SR 155-PA 155 over SYCAMORE RUN

Map

Coordinates:
+41.59906, -78.18660
41°35'57" N, 78°11'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 155-PA 155 over SYCAMORE RUN
Structure number:000000000008866
Old structure number:120155001008410 (from 1992 edition)
Location:EMPORIUM
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.9 ft. [7.6 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1943
Year reconstructed:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,271 [as of 2018]
Truck traffic:5% 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: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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:70.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$387,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairFairSatisfactory327170.9
May 2016FairFairFairSatisfactory370368.9
May 2014FairFairFairSatisfactory403468.9
May 2012FairFairFairSatisfactory365168.9
May 2010FairFairFairSatisfactory367068.9
May 2008FairFairFairSatisfactory367068.9
May 2006FairFairFairSatisfactory499768.9
May 2004FairFairFairSatisfactory486568.9
July 2002FairFairFairSatisfactory481768.9
July 2000FairFairFairSatisfactory502369.9
August 1998FairFairFairSatisfactory491570.9
August 1996FairFairFairSatisfactory462370.9
February 1996FairFairFairSatisfactory462370.9
August 1994FairFairFairSatisfactory321870.9
August 1992FairFairFairSatisfactory318070.9
May 1991FairFairFairGood306571.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.28814401440
Deck
Reinforced Concrete Decksq. ft.95178916200
Wearing Surfacessq. ft.1,0341,034000
Substructure
Masonry Abutmentlinear ft.133130030
Bearings
Enclosed/Concealed Bearingeach1212000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4848000
Steel Protective Coatingsq. ft.10,75310,753000