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SR 3055,FRANKLIN S over STONY CREEK RIVER

Map

Coordinates:
+40.32344, -78.91907
40°19'24" N, 78°55'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 3055,FRANKLIN S over STONY CREEK RIVER
Structure number:000000000008680
Old structure number:113055002000360 (from 1992 edition)
Location:JOHNSTOWN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:230.0 ft. [70.1 m]
Total length:235.9 ft. [71.9 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Vertical clearance above deck:16.1 ft. [4.9 m]
Owner:State Highway Agency [01]
Year reconstructed:2006
Historic significance:Bridge is on the National Register of Historic Places [1]
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 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,386 [as of 2018]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:63.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,943,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairGoodFairGood538663.6
March 2016FairGoodFairGood611263.4
March 2014FairGoodFairGood633863.9
March 2012FairGoodFairGood428464.2
April 2010FairGoodFairGood433064.0
June 2008FairVery GoodFairGood433064.0
June 2006FairExcellentFairGood626163.9
July 2005PoorSeriousFairGood619958.2
September 2003PoorPoorFairGood607660.3
February 2003PoorPoorFairGood607660.3
March 2001PoorPoorFairGood430560.5
May 1999PoorPoorFairGood422960.6
May 1997PoorPoorFairGood415461.4
October 1995PoorPoorFairGood919358.9
April 1994PoorPoorFairGood904860.9
October 1992PoorPoorPoorPoor894149.4
December 1991PoorPoorPoorPoor861749.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,8401,840000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.9,8409,840000
Superstructure
Steel Trusslinear ft.11000
Steel Protective Coatingsq. ft.10,75310,753000
Steel Floor Beamlinear ft.392392000
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Reinforced Concrete Abutmentlinear ft.122122000
Joints
Strip Seal Jointlinear ft.8282000
Bearings
Movable Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.480480000