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CR2 CRANES HOLLOW over EVAS KILL

Map

Coordinates:
+42.92549, -74.12993
42°55'32" N, 74°07'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR2 CRANES HOLLOW over EVAS KILL
Structure number:000000003310260
Location:.6 MI N OF CRANESVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.8 ft. [9.4 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:21.3 ft. [6.5 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year reconstructed:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Masonry [8]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:222 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
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:66.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$196,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairGoodFairFair22266.2
June 2017FairVery GoodFairFair22166.2
June 2016Fair-FairFair22349.5
June 2015Fair-FairFair30545.0
June 2014Fair-FairFair30561.6
June 2013Fair-FairFair12964.7
June 2012Fair-FairFair13064.7
June 2011Fair-FairFair13064.7
May 2010Fair-FairFair12964.7
May 2009Fair-FairFair20364.7
May 2008Fair-FairFair20364.7
May 2007Fair-FairFair22264.7
April 2006Fair-FairFair22264.7
May 2005Fair-FairFair19563.7
May 2004Fair-FairFair19562.7
April 2002Fair-FairSatisfactory19562.6
April 2001Fair-FairSatisfactory19562.5
April 2000Fair-FairSatisfactory19562.5
April 1999Poor-SeriousSatisfactory19531.4
May 1998Fair-FairSatisfactory19562.5
May 1997Poor-SeriousSatisfactory19532.4
May 1996Poor-SeriousFair19534.8
April 1995Poor-SeriousFair21232.4
May 1994Poor-SeriousFair21232.4
April 1993Poor-SeriousSerious21232.4
April 1991Fair-FairSatisfactory21263.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Wearing Surfacessq. ft.7887140074
Superstructure
Masonry Archlinear ft.3000300
Substructure
Masonry Abutmentlinear ft.70700
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7407220
Deck
Reinforced Concrete Slabsq. ft.1670110570