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CR 2 Karr Valley R over RTE I86

Map

Coordinates:
+42.29950, -77.95950
42°17'58" N, 77°57'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 2 Karr Valley R over RTE I86
Structure number:000000001062230
Location:JCT CR 2 & I86 - ANGELICA
Purpose:Carries highway over highway
Route classification:Minor Collector (Rural) [08]
Length of largest span:151.9 ft. [46.3 m]
Total length:295.0 ft. [89.9 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:34°
Owner:State Highway Agency [01]
Year built:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
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: August 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:240 [as of 2018]
Truck traffic:6% of total traffic
Deck condition:Poor [4 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:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:83.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,823,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018PoorPoorFairSatisfactory24083.7
July 2016GoodGoodGoodGood35397.6
August 2014FairFairFairSatisfactory35387.5
August 2012FairFairFairSatisfactory35087.5
July 2010FairFairFairSatisfactory35387.5
September 2008FairFairFairSatisfactory35387.5
September 2006FairFairFairSatisfactory33287.6
September 2004FairFairGoodSatisfactory26998.7
September 2002FairFairGoodSatisfactory26998.7
September 2000FairFairGoodSatisfactory26998.7
September 1998FairSatisfactoryGoodGood26999.7
September 1996PoorPoorVery GoodSatisfactory58396.3
October 1994PoorPoorVery GoodSatisfactory18097.0
December 1992PoorPoorVery GoodSatisfactory18097.0
October 1990PoorPoorVery GoodSatisfactory18097.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4631,33113020
Steel Protective Coatingsq. ft.24,25023,88236800
Deck
Reinforced Concrete Decksq. ft.10,71008,5282,1820
Wearing Surfacessq. ft.9,81709,807100
Substructure
Reinforced Concrete Columneach22000
Reinforced Concrete Abutmentlinear ft.88206350
Reinforced Concrete Pier Caplinear ft.4542300
Joints
Pourable Jointlinear ft.4504500
Assembly with Sealeach4403770
Open Jointlinear ft.43018250
Bearings
Movable Bearingeach1001000
Steel Protective Coatingsq. ft.116793700
Fixed Bearingeach1001000
Steel Protective Coatingsq. ft.116116000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.596596000
Steel Protective Coatingsq. ft.2,0401,0201,02000