OR 99E (HWY 1E) over PUDDING RIVER

Map

Coordinates:
+45.23368, -122.74961
45°14'01" N, 122°44'59" W

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

Name:	OR 99E (HWY 1E) over PUDDING RIVER
Structure number:	02743 01E 02467
Location:	027 MI S CANBY
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	120.7 ft. `[36.8 m]`
Total length:	710.7 ft. `[216.6 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Vertical clearance above deck:	14.4 ft. `[4.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	1922
Year reconstructed:	1947
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Arch - Thru `[12]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	7,800 `[as of 2016]`
Truck traffic:	12% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 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:	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:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	54.3

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Satisfactory	Fair	Fair	7800	54.3
August 2015	Fair	Satisfactory	Fair	Fair	6700	55.0
August 2013	Fair	Satisfactory	Fair	Fair	7300	54.6
August 2011	Fair	Satisfactory	Fair	Fair	7300	54.6
July 2009	Fair	Satisfactory	Fair	Fair	15500	52.0
August 2007	Fair	Satisfactory	Fair	Fair	15600	51.9
July 2005	Fair	Satisfactory	Fair	Fair	15600	51.9
August 2003	Poor	Satisfactory	Poor	Poor	15300	47.1
August 2001	Fair	Satisfactory	Satisfactory	Satisfactory	14800	69.8
August 1999	Fair	Satisfactory	Satisfactory	Satisfactory	13900	70.1
August 1997	Fair	Satisfactory	Satisfactory	Satisfactory	10700	71.2
August 1995	Fair	Satisfactory	Fair	Fair	10700	59.2
July 1993	Fair	Satisfactory	Fair	Fair	10700	59.2
June 1991	Fair	Satisfactory	Fair	Fair	10000	59.5

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.	3,540	0	3,514	26	0
Steel Stringer	linear ft.	840	126	708	6	0
Steel Protective Coating	sq. ft.	3,090	0	2,844	246	0
Deck
Reinforced Concrete Deck	sq. ft.	6,033	5,597	380	56	0
Wearing Surfaces	sq. ft.	3,620	3,620	0	0	0
Superstructure
Steel Arch	linear ft.	240	7	119	114	0
Steel Protective Coating	sq. ft.	10,144	0	8,350	1,674	120
Steel Floor Beam	linear ft.	495	0	403	92	0
Steel Protective Coating	sq. ft.	3,762	0	2,791	748	223
Reinforced Concrete Floor Beam	linear ft.	72	69	0	3	0
Deck
Reinforced Concrete Top Flange	sq. ft.	24,864	24,199	528	137	0
Wearing Surfaces	sq. ft.	17,700	17,700	0	0	0
Substructure
Reinforced Concrete Column	each	52	45	5	2	0
Reinforced Concrete Abutment	linear ft.	84	84	0	0	0
Reinforced Concrete Pier Cap	linear ft.	504	474	15	15	0
Joints
Pourable Joint	linear ft.	77	77	0	0	0
Open Joint	linear ft.	9	9	0	0	0
Other Joint	linear ft.	860	860	0	0	0
Bearings
Movable Bearing	each	47	0	47	0	0
Steel Protective Coating	sq. ft.	72	0	72	0	0
Fixed Bearing	each	2	0	2	0	0
Steel Protective Coating	sq. ft.	72	0	72	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,675	1,201	461	13	0
Steel Protective Coating	sq. ft.	3,953	0	3,353	400	200