Share:

RTE 8 over WEST CANADA CREEK

Map

Coordinates:
+43.23047, -75.07362
43°13'50" N, 75°04'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 8 over WEST CANADA CREEK
Structure number:000000001051270
Location:WEST SIDE VLLGE OF POLAND
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:125.0 ft. [38.1 m]
Total length:252.0 ft. [76.8 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Owner:State Highway Agency [01]
Year built:2016
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans 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: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,088 [as of 2017]
Truck traffic:13% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:84.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,661,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018GoodVery GoodExcellentVery Good508884.8
December 2016GoodVery GoodExcellentExcellent483386.6
November 2015GoodExcellentExcellentExcellent480385.2
December 2013PoorPoorPoorPoor480335.0
December 2011PoorFairPoorFair500037.0
August 2009PoorPoorPoorFair559935.0
December 2007FairFairFairFair559348.0
November 2005FairFairFairFair494148.0
September 2003FairFairFairSatisfactory494148.0
September 2001FairFairFairSatisfactory494149.0
June 1999FairGoodFairFair527250.0
September 1997FairGoodFairSatisfactory451150.0
September 1995PoorSatisfactoryPoorFair451138.0
August 1993PoorSatisfactoryPoorPoor111244.1
July 1991PoorSatisfactoryPoorPoor306138.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,5061,506000
Steel Protective Coatingsq. ft.19,31819,318000
Deck
Reinforced Concrete Decksq. ft.11,28210,84144100
Wearing Surfacessq. ft.9,0609,060000
Substructure
Reinforced Concrete Pier Walllinear ft.5252000
Reinforced Concrete Abutmentlinear ft.1401271300
Bearings
Elastomeric Bearingeach66000
Steel Protective Coatingsq. ft.1212000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.504504000
Steel Protective Coatingsq. ft.4,0964,096000