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US 2 over ICICLE DITCH SPILLWAY

Map

Coordinates:
+47.59366, -120.63923
47°35'37" N, 120°38'21" 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]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201771.8FairGoodGoodSatisfactoryFO11277
August 201571.6FairGoodGoodSatisfactoryFO11277
August 201371.2FairGoodGoodSatisfactoryFO11979
August 201171.2FairGoodGoodSatisfactoryFO11979
August 200971.7FairGoodGoodSatisfactoryFO11101
August 200771.2FairGoodGoodSatisfactoryFO11936
July 200571.2FairGoodGoodSatisfactoryFO11936
September 200371.2FairGoodGoodSatisfactoryFO11936
September 200171.2FairGoodGoodSatisfactoryFO11936
September 199972.2FairGoodGoodSatisfactoryFO11936
August 199772.5FairGoodGoodSatisfactoryFO8150
October 199567.5FairGoodGoodSatisfactoryFO8150
October 199367.5FairGoodGoodSatisfactoryFO8150
April 199150.5FairGoodGoodSatisfactoryFO8150

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.600600000
Deck
Reinforced Concrete Decksq. ft.3,6003,600000
Wearing Surfacessq. ft.3,60003,60000
Substructure
Reinforced Concrete Columneach98010
Reinforced Concrete Abutmentlinear ft.6464000
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