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OR 99E (HWY 1E) over PUDDING RIVER

Map

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

Facts

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]

Latest Available Inspection: August 2017

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

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactoryFairFair780054.3
August 2015FairSatisfactoryFairFair670055.0
August 2013FairSatisfactoryFairFair730054.6
August 2011FairSatisfactoryFairFair730054.6
July 2009FairSatisfactoryFairFair1550052.0
August 2007FairSatisfactoryFairFair1560051.9
July 2005FairSatisfactoryFairFair1560051.9
August 2003PoorSatisfactoryPoorPoor1530047.1
August 2001FairSatisfactorySatisfactorySatisfactory1480069.8
August 1999FairSatisfactorySatisfactorySatisfactory1390070.1
August 1997FairSatisfactorySatisfactorySatisfactory1070071.2
August 1995FairSatisfactoryFairFair1070059.2
July 1993FairSatisfactoryFairFair1070059.2
June 1991FairSatisfactoryFairFair1000059.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.3,54003,514260
Steel Stringerlinear ft.84012670860
Steel Protective Coatingsq. ft.3,09002,8442460
Deck
Reinforced Concrete Decksq. ft.6,0335,597380560
Wearing Surfacessq. ft.3,6203,620000
Superstructure
Steel Archlinear ft.24071191140
Steel Protective Coatingsq. ft.10,14408,3501,674120
Steel Floor Beamlinear ft.4950403920
Steel Protective Coatingsq. ft.3,76202,791748223
Reinforced Concrete Floor Beamlinear ft.7269030
Deck
Reinforced Concrete Top Flangesq. ft.24,86424,1995281370
Wearing Surfacessq. ft.17,70017,700000
Substructure
Reinforced Concrete Columneach5245520
Reinforced Concrete Abutmentlinear ft.8484000
Reinforced Concrete Pier Caplinear ft.50447415150
Joints
Pourable Jointlinear ft.7777000
Open Jointlinear ft.99000
Other Jointlinear ft.860860000
Bearings
Movable Bearingeach4704700
Steel Protective Coatingsq. ft.7207200
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.7207200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,6751,201461130
Steel Protective Coatingsq. ft.3,95303,353400200