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US 2 over ICICLE DITCH SPILLWAY

Map

Coordinates:
+47.59419, -120.64036
47°35'39" N, 120°38'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 2 over ICICLE DITCH SPILLWAY
Structure number:0002614A0000000
Location:16.3 E JCT SR 207
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:47.9 ft. [14.6 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,277 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Sufficiency rating:71.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,728,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairGoodGoodSatisfactory1127771.8
August 2015FairGoodGoodSatisfactory1127771.6
August 2013FairGoodGoodSatisfactory1197971.2
August 2011FairGoodGoodSatisfactory1197971.2
August 2009FairGoodGoodSatisfactory1110171.7
August 2007FairGoodGoodSatisfactory1193671.2
July 2005FairGoodGoodSatisfactory1193671.2
September 2003FairGoodGoodSatisfactory1193671.2
September 2001FairGoodGoodSatisfactory1193671.2
September 1999FairGoodGoodSatisfactory1193672.2
August 1997FairGoodGoodSatisfactory815072.5
October 1995FairGoodGoodSatisfactory815067.5
October 1993FairGoodGoodSatisfactory815067.5
April 1991FairGoodGoodSatisfactory815050.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.600600000
Deck
Reinforced Concrete Decksq. ft.3,6003,5900010
Wearing Surfacessq. ft.3,60003,60000
Substructure
Reinforced Concrete Columneach98010
Reinforced Concrete Abutmentlinear ft.22000
Reinforced Concrete Pier Caplinear ft.9696000
Joints
Open Jointlinear ft.6006000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.240240000
Reinforced Concrete Bridge Raillinear ft.240232080