Share:

RTE 14 over KASHONG CREEK

Map

Coordinates:
+42.76516, -76.97638
42°45'55" N, 76°58'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 14 over KASHONG CREEK
Structure number:000000001010960
Location:6.8MI S JCT RTS 14 + 5+20
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:60.7 ft. [18.5 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Skew angle:32°
Owner:State Highway Agency [01]
Year built:1925
Year reconstructed:1949
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,643 [as of 2014]
Truck traffic:16% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:72.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,839,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairVery GoodFairSatisfactory464372.6
September 2015Fair---465485.0
September 2013Fair---465470.4
September 2011Good---355078.5
September 2009FairVery GoodSatisfactorySatisfactory354278.6
August 2007FairVery GoodSatisfactorySatisfactory563971.2
November 2005FairVery GoodSatisfactorySatisfactory417377.1
December 2003FairVery GoodSatisfactorySatisfactory417377.1
May 2001FairExcellentFairSatisfactory417360.2
May 1999PoorPoorFairSatisfactory377655.7
May 1997PoorPoorFairFair362255.0
January 1995PoorPoorPoorPoor362237.4
February 1993PoorPoorPoorPoor437837.4
February 1991PoorPoorPoorPoor414146.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.142696940
Steel Protective Coatingsq. ft.1,420568497213142
Deck
Reinforced Concrete Decksq. ft.9429271500
Wearing Surfacessq. ft.850633127900
Superstructure
Reinforced Concrete Archlinear ft.61021400
Substructure
Reinforced Concrete Abutmentlinear ft.4431760
Reinforced Concrete Pile Cap/Footinglinear ft.178900
Bearings
Movable Bearingeach20020
Steel Protective Coatingsq. ft.20002
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1441301400
Steel Protective Coatingsq. ft.8946261341340