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WOODIN AVE over CHELAN RIVER

Map

Coordinates:
+47.83995, -120.02032
47°50'24" N, 120°01'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WOODIN AVE over CHELAN RIVER
Structure number:085665000000000
Location:34.8 N JCT US 2
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:49.9 ft. [15.2 m]
Total length:457.0 ft. [139.3 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1927
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:9
Main spans material:Concrete [1]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,431 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:49.5 tons [45.0 metric tons]
Inventory rating:29.7 tons [27.0 metric tons]
Sufficiency rating:62.2
Recommended work:Replacement of bridge or other structure because of relocation of road. [32]
Estimated cost of work:$465,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201562.2FairSatisfactoryFairSatisfactoryFO4431
September 201362.2FairSatisfactoryFairSatisfactoryFO4431
October 201162.2FairSatisfactoryFairSatisfactoryFO4431
October 200962.2FairSatisfactoryFairSatisfactoryFO4431
October 200762.2FairSatisfactoryFairSatisfactoryFO4431
October 200562.2FairSatisfactoryFairSatisfactoryFO4431
October 200362.2FairSatisfactoryFairSatisfactoryFO4431
October 200162.2FairSatisfactoryFairSatisfactoryFO4431
July 199977.5FairGoodSatisfactoryGoodFO4000
August 199777.5FairGoodSatisfactoryGoodFO4000
October 199559.0GoodGoodGoodGoodFO4000
October 199359.0GoodGoodGoodGoodFO4000
November 199153.1GoodGoodGoodGoodFO4000