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SR 0309 TR 309 over BIG BLACK CREEK

Map

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

Facts

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.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.3382993090
Deck
Reinforced Concrete Decksq. ft.1,7471,6608700
Wearing Surfacessq. ft.1,5231,4477600
Substructure
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