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COUNTY ROAD 10A over CANASAWACTA CREEK

Map

Coordinates:
+42.53045, -75.53120
42°31'50" N, 75°31'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROAD 10A over CANASAWACTA CREEK
Structure number:000000001045660
Location:0.6 MI NW JCT RTS 319 &12
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:72.8 ft. [22.2 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:52.8 ft. [16.1 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1937
Year reconstructed:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
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: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,881 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:98.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,492,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairVery GoodGoodSatisfactory288198.8
May 2016FairVery GoodGoodSatisfactory295198.8
May 2015FairVery GoodGoodSatisfactory295196.7
May 2013FairVery GoodVery GoodSatisfactory306897.7
May 2011FairVery GoodVery GoodSatisfactory210098.1
April 2009GoodVery GoodVery GoodGood211698.1
April 2007GoodVery GoodVery GoodGood211598.1
May 2005GoodExcellentExcellentGood107698.5
May 2003GoodExcellentExcellentGood107698.5
June 2001GoodExcellentExcellentGood281097.8
November 1999GoodExcellentExcellentVery Good365297.4
November 1997FairVery GoodVery GoodSatisfactory365293.4
October 1996PoorPoorPoorPoor365255.4
June 1995PoorSeriousPoorPoor365251.2
July 1994PoorSeriousPoorPoor187254.9
September 1993PoorSeriousPoorPoor187254.9
September 1991PoorSeriousPoorPoor187254.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.464464000
Steel Protective Coatingsq. ft.4,30204,30200
Deck
Reinforced Concrete Decksq. ft.3,7183,718000
Wearing Surfacessq. ft.3,29403,29400
Substructure
Reinforced Concrete Abutmentlinear ft.173016850
Reinforced Concrete Pile Cap/Footinglinear ft.1540129250
Joints
Compression Jointlinear ft.84741000
Bearings
Elastomeric Bearingeach1414000
Steel Protective Coatingsq. ft.2828000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.133133000
Steel Protective Coatingsq. ft.669066900