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SR 3006 over STONY CREEK RIVER

Map

Coordinates:
+40.28586, -78.92006
40°17'09" N, 78°55'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 3006 over STONY CREEK RIVER
Structure number:000000000008619
Old structure number:113006001000640 (from 1992 edition)
Location:0.01 MILE EAST OF PA 403
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:112.9 ft. [34.4 m]
Total length:233.0 ft. [71.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:State Highway Agency [01]
Year built:1937
Year reconstructed:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans 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:7,333 [as of 2016]
Truck traffic:5% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
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:75.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,874,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairGoodSatisfactorySatisfactory733375.6
March 2015FairGoodSatisfactorySatisfactory765375.5
March 2013FairGoodFairSatisfactory776664.4
May 2011FairVery GoodGoodSatisfactory758775.5
November 2010FairVery GoodGoodSatisfactory766975.5
June 2009PoorPoorFairFair1195135.4
June 2007PoorPoorFairFair1195157.9
July 2005PoorPoorFairFair917634.0
December 2004PoorPoorFairFair917634.0
November 2003PoorPoorFairFair791634.4
February 2003PoorPoorFairFair779934.5
May 2001PoorPoorSeriousFair76764.0
May 1999FairFairSatisfactoryFair535159.9
May 1997FairFairSatisfactoryFair517358.0
September 1995PoorFairFairPoor496849.9
September 1994FairFairFairFair489058.2
October 1993FairFairFairFair483258.2
January 1992FairFairFairFair457958.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,3581,358000
Steel Protective Coatingsq. ft.19,99819,998000
Deck
Reinforced Concrete Decksq. ft.5,7595,759000
Superstructure
Steel Trusslinear ft.450450000
Steel Protective Coatingsq. ft.19,99819,998000
Steel Floor Beamlinear ft.486486000
Steel Protective Coatingsq. ft.19,99819,998000
Substructure
Reinforced Concrete Pier Walllinear ft.37230140
Reinforced Concrete Abutmentlinear ft.78660120
Joints
Strip Seal Jointlinear ft.52262600
Bearings
Elastomeric Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.466466000
Other Material Bridge Raillinear ft.234234000