SR 0309 TR 309 over BIG BLACK CREEK


+40.97732, -75.97916
40°58'38" N, 75°58'45" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0309 TR 309 over BIG BLACK CREEK
Structure number:000000000023847
Old structure number:400309015000000 (from 1992 edition)
Location:HAZLE TWP .1 M N TR 940
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:25.9 ft. [7.9 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:56.4 ft. [17.2 m]
Deck width edge-to-edge:64.6 ft. [19.7 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1928
Year reconstructed:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,540 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:58.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$218,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactorySatisfactorySatisfactory1354058.7
January 2015FairSatisfactorySatisfactorySatisfactory1293861.1
January 2013FairSatisfactorySatisfactorySatisfactory1293861.1
January 2011FairSatisfactorySatisfactorySatisfactory814664.4
January 2009FairSatisfactorySatisfactorySatisfactory811464.4
January 2007FairSatisfactorySatisfactorySatisfactory2041955.9
February 2005FairSatisfactorySatisfactorySatisfactory2017755.7
February 2003FairSatisfactorySatisfactorySatisfactory2310854.9
February 2001FairSatisfactorySatisfactorySatisfactory2245650.2
April 1999GoodGoodGoodGood2245653.2
June 1997GoodGoodGoodGood1614752.9
November 1995GoodGoodGoodGood1856062.3
February 1994GoodVery GoodVery GoodVery Good1834263.7
March 1992GoodVery GoodVery GoodVery Good1834264.7
May 1990FairSatisfactorySatisfactorySatisfactory1754065.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.3382993090
Reinforced Concrete Decksq. ft.1,7471,6608700
Wearing Surfacessq. ft.1,5231,4477600
Reinforced Concrete Abutmentlinear ft.2041842000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2727000
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Bridge Raillinear ft.2727000