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MAIN STREET over APALACHIN CREEK

Map

Coordinates:
+42.06229, -76.14881
42°03'44" N, 76°08'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAIN STREET over APALACHIN CREEK
Structure number:000000002218760
Location:0.6 MI SE OF APALACHIN
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:129.9 ft. [39.6 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Vertical clearance above deck:13.5 ft. [4.1 m]
Skew angle:26°
Owner:County Highway Agency [02]
Year built:1929
Year reconstructed:2002
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,371 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:78.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$63,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairVery GoodSatisfactoryGood137178.0
September 2014FairVery GoodSatisfactoryGood137177.9
September 2012GoodVery GoodGoodGood130078.0
August 2010FairVery GoodSatisfactorySatisfactory129078.0
July 2008GoodExcellentVery GoodVery Good129078.0
September 2006FairExcellentSatisfactorySatisfactory140577.9
September 2004FairExcellentVery GoodFair140566.9
November 2002FairExcellentVery GoodFair140569.9
May 2001PoorPoorSeriousPoor140540.4
June 2000PoorPoorSeriousPoor127040.5
August 1999PoorPoorSeriousPoor127040.5
April 1998PoorPoorSeriousPoor127040.5
June 1997PoorPoorPoorSerious127040.5
May 1996PoorPoorPoorSerious127042.4
April 1995PoorPoorPoorSerious127040.3
May 1994PoorPoorPoorSerious98040.5
April 1993PoorPoorSeriousPoor98040.5
March 1991PoorPoorPoorPoor98044.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.650650000
Steel Protective Coatingsq. ft.2,8432,843000
Deck
Reinforced Concrete Decksq. ft.4,1864,186000
Superstructure
Steel Trusslinear ft.260026000
Steel Protective Coatingsq. ft.6,5525,89706550
Steel Floor Beamlinear ft.170170000
Steel Protective Coatingsq. ft.1,9671,77019700
Steel Gusset Plateeach2681800
Steel Protective Coatingsq. ft.1,0000950050
Substructure
Reinforced Concrete Abutmentlinear ft.9898000
Joints
Compression Jointlinear ft.7272000
Bearings
Pot Bearingeach44000
Steel Protective Coatingsq. ft.2002000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.260260000
Steel Protective Coatingsq. ft.962962000