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CR 268 over BLACK CREEK

Map

Coordinates:
+43.10915, -77.88460
43°06'33" N, 77°53'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 268 over BLACK CREEK
Structure number:000000003317290
Location:VILLAGE OF CHURCHVILLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:44.9 ft. [13.7 m]
Total length:133.9 ft. [40.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Owner:County Highway Agency [02]
Year built:1929
Year reconstructed:1999
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Girder and floorbeam system [03]
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: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,346 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Fair [5 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: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:Better than present minimum criteria [7]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:72.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,705,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairFairFairSatisfactory234672.9
October 2015FairSatisfactoryFairSatisfactory221458.6
October 2013FairSatisfactoryFairSatisfactory221473.9
October 2011FairSatisfactoryFairSatisfactory220073.9
November 2009FairSatisfactoryFairSatisfactory342262.5
November 2007FairSatisfactoryFairSatisfactory313262.5
November 2005FairSatisfactorySatisfactorySatisfactory313273.6
November 2003FairGoodGoodSatisfactory313273.6
December 2001FairGoodGoodSatisfactory313273.4
November 1999FairVery GoodGoodSatisfactory313281.8
November 1998PoorPoorFairFair263978.1
November 1996PoorPoorPoorPoor263962.8
December 1994PoorPoorPoorPoor240061.9
October 1992PoorPoorPoorPoor240039.6
November 1990PoorPoorPoorPoor240046.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.4050392130
Deck
Reinforced Concrete Decksq. ft.6,02606,02600
Wearing Surfacessq. ft.4,0804,080000
Superstructure
Reinforced Concrete Floor Beamlinear ft.303030120
Substructure
Reinforced Concrete Pier Walllinear ft.7207200
Reinforced Concrete Abutmentlinear ft.6606600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.272027200