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RTE 282 over WAPPASENING CREEK

Map

Coordinates:
+42.00250, -76.35298
42°00'09" N, 76°21'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 282 over WAPPASENING CREEK
Structure number:000000001090890
Location:6.5 MI SE JCT RTS 17 +282
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:88.9 ft. [27.1 m]
Total length:284.1 ft. [86.6 m]
Roadway width between curbs:29.2 ft. [8.9 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Skew angle:64°
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:1998
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:3
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: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,667 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Fair [5 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:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:68.6
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$541,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairFairFairFair266768.6
June 2014FairFairFairFair226270.5
June 2012FairFairFairFair225070.5
November 2010FairFairFairFair226269.4
September 2009FairFairFairFair226269.4
October 2008FairFairGoodSatisfactory257780.6
October 2006FairFairSatisfactoryFair257768.8
October 2004FairFairGoodGood230681.1
November 2002FairFairGoodGood226583.2
November 2000FairFairGoodGood269682.5
November 1998FairFairGoodGood269682.5
July 1997FairFairSatisfactoryFair232459.0
July 1996PoorPoorFairPoor232442.1
July 1994PoorPoorFairFair232459.9
June 1992PoorPoorFairFair437559.4
June 1990PoorPoorSatisfactoryFair307760.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,3481,3182280
Steel Protective Coatingsq. ft.14,735013,9990736
Deck
Reinforced Concrete Decksq. ft.8,33108,33010
Substructure
Reinforced Concrete Pier Walllinear ft.1441142820
Reinforced Concrete Abutmentlinear ft.1481231690
Reinforced Concrete Pile Cap/Footinglinear ft.90900
Joints
Pourable Jointlinear ft.28914501440
Bearings
Movable Bearingeach1500150
Steel Protective Coatingsq. ft.1500015
Fixed Bearingeach1500150
Steel Protective Coatingsq. ft.1500015
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.534534000
Steel Protective Coatingsq. ft.1,97701,97700