E. Pioneer Way over Drainage Basin

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+48.29746, -122.60781
48°17'51" N, 122°36'28" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	E. Pioneer Way over Drainage Basin
Structure number:	1WA203360
Location:	East of Oak Harbor
Purpose:	Carries highway and pedestrian walkway over relief for waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	120.1 ft. `[36.6 m]`
Total length:	120.1 ft. `[36.6 m]`
Roadway width between curbs:	13.8 ft. `[4.2 m]`
Deck width edge-to-edge:	20.0 ft. `[6.1 m]`
Owner:	Navy/Marines `[73]`
Year built:	2006
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Open Grating `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	30 `[as of 2012]`
Truck traffic:	10% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	66.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$91,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2012	Fair	Good	Good	Fair	30	66.0
June 2010	Good	Very Good	Good	Very Good	30	79.0