Share:

DEKAY ROAD over WEST FORK HOQUIAM RIVER

Map 

Coordinates:
+47.05685, -123.92846
47°03'25" N, 123°55'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DEKAY ROAD over WEST FORK HOQUIAM RIVER
Structure number:080859000000000
Location:0.0 W JCT US 101
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1976
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:225 [as of 2014]
Truck traffic:16% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:77.2 tons [70.2 metric tons]
Inventory rating:46.5 tons [42.3 metric tons]
Sufficiency rating:88.9
Estimated cost of work:$200,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201688.9GoodGoodGoodGood-225
April 201488.9GoodGoodGoodGood-225
April 201288.9GoodGoodGoodGood-193
April 201088.9GoodGoodGoodGood-193
December 200788.9GoodGoodGoodGood-193
December 200588.9GoodGoodGoodGood-193
March 200484.3GoodGoodGoodGood-312
March 200284.4GoodGoodGoodGood-267
April 200084.4GoodGoodGoodGood-267
April 199884.4GoodGoodGoodGood-262
April 199683.9GoodGoodGoodGood-262
April 199476.3GoodGoodGoodGood-262
April 199276.3GoodGoodGoodGood-262