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STARK STREET over DRAW

Multnomah County, Oregon

Map

Coordinates:
+45.51103, -122.37178
45°30'40" N, 122°22'18" W

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Facts

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

Name:	STARK STREET over DRAW
Structure number:	11113 000 01053
Location:	IN SE PORTLAND
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	64.0 ft. `[19.5 m]`
Total length:	98.1 ft. `[29.9 m]`
Roadway width between curbs:	33.1 ft. `[10.1 m]`
Deck width edge-to-edge:	35.1 ft. `[10.7 m]`
Owner:	County Highway Agency `[02]`
Year built:	1915
Year reconstructed:	1939
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Concrete `[1]`
Main span design:	Arch - Deck `[11]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	5,055 `[as of 2010]`
Truck traffic:	10% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 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]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge foundations (including piles) on dry land well above flood water elevations. `[9]`
Sufficiency rating:	86.7
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$502,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Fair	Good	Satisfactory	Good	5055	86.7
July 2016	Fair	Good	Satisfactory	Good	5055	86.7
June 2015	Fair	Good	Satisfactory	Good	5055	86.7
June 2013	Fair	Good	Satisfactory	Good	5055	62.9
June 2011	Fair	Good	Satisfactory	Good	5055	43.1
May 2009	Fair	Good	Satisfactory	Good	5055	43.1
March 2009	Fair	Good	Satisfactory	Good	5055	43.1
June 2006	Fair	Good	Satisfactory	Good	5005	43.2
August 2004	Poor	Satisfactory	Satisfactory	Poor	4859	10.3
July 2002	Poor	Satisfactory	Satisfactory	Poor	4859	10.3
May 2000	Poor	Satisfactory	Satisfactory	Poor	4715	10.3
July 1998	Poor	Satisfactory	Satisfactory	Poor	4715	10.3
June 1996	Poor	Satisfactory	Satisfactory	Poor	4715	12.3
July 1994	Good	Good	Very Good	Good	4715	45.8
June 1992	Good	Good	Very Good	Good	4530	71.2
June 1990	Fair	Good	Satisfactory	Good	3300	74.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	34	31	3	0	0
Reinforced Concrete Stringer	linear ft.	98	98	0	0	0
Reinforced Concrete Arch	linear ft.	128	52	76	0	0
Reinforced Concrete Floor Beam	linear ft.	280	270	10	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	101	22	62	17	0
Joints
Other Joint	linear ft.	70	70	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	149	59	85	5	0
Steel Protective Coating	sq. ft.	1,000	1,000	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	3,400	3,400	0	0	0
Wearing Surfaces	sq. ft.	3,400	3,400	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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