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US 2 over ICICLE DITCH SPILLWAY

Map

Coordinates:
+47.59366, -120.63923
47°35'37" N, 120°38'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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