OR 99E(HWY 001E) over CLACKAMAS RIVER

Map

Coordinates:
+45.37316, -122.60152
45°22'23" N, 122°36'05" W

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

Name:	OR 99E(HWY 001E) over CLACKAMAS RIVER
Structure number:	01617 01E 01120
Location:	1.4 MI N OREGON CITY CC
Purpose:	Carries highway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	242.1 ft. `[73.8 m]`
Total length:	730.4 ft. `[222.6 m]`
Roadway width between curbs:	47.9 ft. `[14.6 m]`
Deck width edge-to-edge:	60.4 ft. `[18.4 m]`
Vertical clearance above deck:	18.4 ft. `[5.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1933
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	3
Main spans material:	Steel `[3]`
Main spans design:	Arch - Thru `[12]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	39,700 `[as of 2017]`
Truck traffic:	2% 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:	Basically intolerable requiring high priority of corrrective action `[3]`
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 desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	27.5
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$3,740,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Satisfactory	Satisfactory	Satisfactory	39700	27.5
November 2016	Fair	Satisfactory	Satisfactory	Satisfactory	30300	40.3
November 2014	Fair	Satisfactory	Satisfactory	Satisfactory	32700	39.5
November 2012	Fair	Satisfactory	Satisfactory	Satisfactory	32700	39.5
December 2010	Fair	Satisfactory	Satisfactory	Satisfactory	37800	37.7
November 2008	Fair	Satisfactory	Satisfactory	Satisfactory	37800	37.7
October 2006	Fair	Satisfactory	Satisfactory	Satisfactory	37600	37.8
November 2004	Fair	Satisfactory	Satisfactory	Satisfactory	37600	37.5
January 2003	Fair	Very Good	Good	Satisfactory	36800	37.8
January 2001	Good	Very Good	Good	Very Good	35900	38.1
January 1999	Good	Very Good	Good	Very Good	35500	50.0
January 1997	Good	Very Good	Good	Very Good	35500	50.0
January 1995	Good	Very Good	Good	Very Good	35500	49.4
January 1993	Fair	Satisfactory	Good	Good	35500	49.8
January 1991	Fair	Satisfactory	Good	Good	33800	48.2

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.	1,218	1,092	120	6	0
Steel Stringer	linear ft.	3,692	2,747	871	74	0
Steel Protective Coating	sq. ft.	19,346	15,477	3,869	0	0
Reinforced Concrete Stringer	linear ft.	403	401	0	2	0
Deck
Reinforced Concrete Deck	sq. ft.	35,422	34,011	812	599	0
Wearing Surfaces	sq. ft.	25,314	16,766	8,448	100	0
Superstructure
Steel Arch	linear ft.	1,055	0	704	351	0
Steel Protective Coating	sq. ft.	59,268	50,378	5,927	2,963	0
Steel Floor Beam	linear ft.	1,880	458	968	454	0
Steel Protective Coating	sq. ft.	9,659	4,829	2,415	2,415	0
Reinforced Concrete Floor Beam	linear ft.	105	98	2	5	0
Deck
Reinforced Concrete Top Flange	sq. ft.	12,248	11,014	694	540	0
Wearing Surfaces	sq. ft.	9,744	8,542	1,081	121	0
Superstructure
Steel Pin or Pin & Hangar Assembly	each	6	0	6	0	0
Steel Protective Coating	sq. ft.	18	15	3	0	0
Substructure
Reinforced Concrete Column	each	20	10	8	2	0
Reinforced Concrete Abutment	linear ft.	161	109	49	3	0
Prestressed Concrete Pile	each	29	28	1	0	0
Reinforced Concrete Pier Cap	linear ft.	331	280	25	26	0
Joints
Compression Joint	linear ft.	269	0	112	24	133
Bearings
Elastomeric Bearing	each	8	8	0	0	0
Movable Bearing	each	10	0	8	2	0
Steel Protective Coating	sq. ft.	30	20	10	0	0
Fixed Bearing	each	6	0	6	0	0
Steel Protective Coating	sq. ft.	12	9	3	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,461	1,424	37	0	0
Steel Protective Coating	sq. ft.	8,681	0	8,464	217	0
Reinforced Concrete Bridge Rail	linear ft.	1,461	1,327	134	0	0