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CR2 CRANES HOLLOW over EVAS KILL

Map

Coordinates:
+42.92274, -74.13181
42°55'22" N, 74°07'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR2 CRANES HOLLOW over EVAS KILL
Structure number:000000003310250
Location:.4 MILE N OF CRANESVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:45.9 ft. [14.0 m]
Total length:48.9 ft. [14.9 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:2007
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:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:221 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$533,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairFairExcellentExcellent22199.0
October 2015FairFairExcellentExcellent30598.9
October 2013FairFairExcellentExcellent30598.9
October 2011FairFairExcellentExcellent13099.0
October 2009GoodExcellentExcellentExcellent203100.0
November 2007GoodExcellentExcellentExcellent22280.8
May 2005FairSatisfactoryFairFair19552.8
June 2003FairSatisfactoryFairFair19551.8
July 2001FairSatisfactoryFairFair19549.8
June 1999FairSatisfactoryFairFair19549.8
May 1997Fair-FairSatisfactory19549.8
April 1995Poor-PoorFair21234.8
May 1993PoorSatisfactoryPoorFair21234.8
April 1991PoorSatisfactoryPoorFair21235.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.394394000
Deck
Reinforced Concrete Decksq. ft.1,64982582400
Wearing Surfacessq. ft.1,48774474300
Substructure
Reinforced Concrete Abutmentlinear ft.7474000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9898000
Steel Protective Coatingsq. ft.531531000