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LAKE TO LAKE ROAD over BURRELL CREEK

Map

Coordinates:
+42.81064, -77.04188
42°48'38" N, 77°02'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LAKE TO LAKE ROAD over BURRELL CREEK
Structure number:000000002211760
Location:2 MILES NE OF HALL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.0 ft. [7.3 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Owner:Town or Township Highway Agency [03]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:525 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Sufficiency rating:73.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$353,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactorySatisfactoryFair52573.9
April 2015FairSatisfactorySatisfactoryFair66873.9
April 2013FairSatisfactorySatisfactorySatisfactory66884.9
April 2011FairSatisfactorySatisfactorySatisfactory67084.9
April 2009FairSatisfactorySatisfactorySatisfactory66884.9
April 2007FairSatisfactorySatisfactorySatisfactory56884.9
May 2005FairSatisfactorySatisfactoryGood56884.9
June 2003FairSatisfactorySatisfactoryGood56884.9
June 2001FairSatisfactorySatisfactoryGood56884.9
June 1999FairSatisfactorySatisfactoryGood56184.9
April 1997Fair-FairSatisfactory56173.9
June 1995Fair-FairFair56172.9
May 1993FairFairFairFair5084.0
April 1991Fair-FairSatisfactory5082.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.54272700
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.54044100
Deck
Reinforced Concrete Slabsq. ft.721072100
Wearing Surfacessq. ft.648648000