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E LEAVENWORTH ROAD over ICICLE CREEK

Map

Coordinates:
+47.56333, -120.66667
47°33'48" N, 120°40'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E LEAVENWORTH ROAD over ICICLE CREEK
Structure number:083241000000000
Location:03.05 LEAVENWORTH
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:80.1 ft. [24.4 m]
Total length:130.9 ft. [39.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:County Highway Agency [02]
Year built:1947
Year reconstructed:1948
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 13.5 / HS 15 [3]
Main span material:Concrete continuous [2]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:795 [as of 2017]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 condition. [5]
Sufficiency rating:78.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,286,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactorySatisfactorySatisfactory79578.5
October 2016FairSatisfactorySatisfactorySatisfactory186262.4
October 2014FairSatisfactorySatisfactorySatisfactory103762.7
October 2012FairSatisfactorySatisfactorySatisfactory91762.7
October 2010FairGoodSatisfactorySatisfactory91762.7
October 2008FairGoodSatisfactorySatisfactory91762.7
November 2006FairGoodSatisfactorySatisfactory72169.0
September 2004FairVery GoodSatisfactoryGood54869.1
October 2002FairVery GoodSatisfactoryGood54869.1
December 2000FairVery GoodSatisfactoryGood54870.1
October 1998FairVery GoodSatisfactoryGood50070.1
November 1996FairVery GoodSatisfactoryGood50070.1
April 1994GoodVery GoodGoodGood50066.2
September 1991GoodVery GoodVery GoodVery Good50066.2