HWY 1W SB over TUALATIN RIVER
Map
Coordinates:
+45.39404, -122.7993545°23'39" N, 122°47'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HWY 1W SB over TUALATIN RIVER |
Structure number: | 01417S01W 01220 |
Location: | 0.5 MI S OF KING CITY CC |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 149.9 ft. [45.7 m] |
Total length: | 513.5 ft. [156.5 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 39.4 ft. [12.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1929 |
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: | Truss - Deck [09] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 15,400 [as of 2017] |
Truck traffic: | 3% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 54.8 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $2,630,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Fair | Satisfactory | Satisfactory | 15400 | 54.8 |
February 2016 | Fair | Fair | Satisfactory | Satisfactory | 29400 | 54.8 |
February 2014 | Fair | Fair | Satisfactory | Satisfactory | 20359 | 60.2 |
February 2012 | Fair | Fair | Satisfactory | Satisfactory | 20359 | 60.2 |
July 2009 | Fair | Fair | Satisfactory | Satisfactory | 20359 | 60.2 |
July 2007 | Fair | Fair | Satisfactory | Satisfactory | 19570 | 62.2 |
July 2005 | Fair | Fair | Satisfactory | Fair | 19570 | 52.2 |
July 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 19570 | 61.9 |
February 2002 | Good | Good | Good | Good | 19000 | 59.9 |
February 2000 | Good | Good | Good | Good | 18600 | 59.9 |
February 1998 | Good | Good | Good | Good | 16800 | 59.9 |
February 1996 | Good | Good | Good | Good | 12725 | 58.2 |
February 1994 | Good | Good | Good | Good | 11500 | 58.2 |
February 1992 | Good | Good | Good | Good | 11500 | 56.2 |
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. | 1,800 | 0 | 1,434 | 366 | 0 |
Steel Stringer | linear ft. | 750 | 750 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 3,986 | 3,986 | 0 | 0 | 0 |
Reinforced Concrete Stringer | linear ft. | 720 | 661 | 36 | 23 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,900 | 2,607 | 2,493 | 800 | 0 |
Wearing Surfaces | sq. ft. | 4,050 | 4,045 | 0 | 5 | 0 |
Superstructure |
Steel Truss | linear ft. | 300 | 292 | 0 | 8 | 0 |
Steel Protective Coating | sq. ft. | 2,756 | 2,741 | 15 | 0 | 0 |
Steel Floor Beam | linear ft. | 310 | 197 | 0 | 113 | 0 |
Steel Protective Coating | sq. ft. | 2,679 | 2,669 | 10 | 0 | 0 |
Reinforced Concrete Floor Beam | linear ft. | 222 | 172 | 40 | 10 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 14,291 | 9,850 | 4,077 | 364 | 0 |
Wearing Surfaces | sq. ft. | 9,810 | 9,810 | 0 | 0 | 0 |
Superstructure |
Steel Gusset Plate | each | 60 | 44 | 0 | 16 | 0 |
Steel Protective Coating | sq. ft. | 272 | 80 | 192 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 26 | 9 | 5 | 12 | 0 |
Reinforced Concrete Abutment | linear ft. | 79 | 48 | 23 | 8 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 354 | 232 | 46 | 76 | 0 |
Joints |
Other Joint | linear ft. | 236 | 236 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 12 | 12 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 3 | 3 | 0 | 0 | 0 |
Fixed Bearing | each | 2 | 0 | 0 | 2 | 0 |
Steel Protective Coating | sq. ft. | 3 | 3 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 1,027 | 1,027 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 6,325 | 6,285 | 40 | 0 | 0 |