TOLL BR over BR OF THE GODS
Map
Coordinates:
+45.66235, -121.9010545°39'44" N, 121°54'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TOLL BR over BR OF THE GODS |
Structure number: | 02592 283 00039 |
Location: | IN CASCADE LOCKS |
Purpose: | Carries highway over highway and waterway |
Route classification: | Minor Arterial (Rural) [06] |
Tolls: | Yes [1] |
Length of largest span: | 708.0 ft. [215.8 m] |
Total length: | 1855.1 ft. [565.4 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 23.6 ft. [7.2 m] |
Vertical clearance above deck: | 14.8 ft. [4.5 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Owner: | Local Toll Authority [32] |
Year built: | 1924 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Truss - Thru [10] |
Deck type: | Open Grating [3] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 5,208 [as of 2010] |
Truck traffic: | 8% 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: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 22.3 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $9,504,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Fair | Satisfactory | Satisfactory | 5208 | 22.3 |
May 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 5208 | 23.7 |
June 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 5208 | 23.7 |
January 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 5208 | 47.9 |
September 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 5208 | 3.0 |
May 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 5000 | 68.0 |
January 2000 | - | - | - | - | 5000 | 68.0 |
2000 | - | - | - | - | 5000 | 71.0 |
August 1997 | - | - | - | - | - | 83.0 |
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 |
Steel Girder/Beam | linear ft. | 606 | 506 | 75 | 25 | 0 |
Steel Protective Coating | sq. ft. | 8,381 | 4,731 | 3,389 | 241 | 20 |
Steel Stringer | linear ft. | 13,360 | 13,290 | 70 | 0 | 0 |
Steel Protective Coating | sq. ft. | 68,419 | 67,819 | 600 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 16,320 | 13,119 | 2,441 | 760 | 0 |
Steel Protective Coating | sq. ft. | 10,965 | 10,715 | 250 | 0 | 0 |
Superstructure |
Steel Truss | linear ft. | 3,216 | 2,149 | 1,029 | 30 | 8 |
Steel Protective Coating | sq. ft. | 28,731 | 17,431 | 9,000 | 2,300 | 0 |
Steel Floor Beam | linear ft. | 2,390 | 2,353 | 37 | 0 | 0 |
Steel Protective Coating | sq. ft. | 20,073 | 18,593 | 1,400 | 80 | 0 |
Steel Pin or Pin & Hangar Assembly | each | 4 | 0 | 4 | 0 | 0 |
Steel Protective Coating | sq. ft. | 46 | 26 | 16 | 4 | 0 |
Steel Gusset Plate | each | 304 | 287 | 1 | 16 | 0 |
Steel Protective Coating | sq. ft. | 4,144 | 2,980 | 800 | 344 | 20 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 198 | 18 | 180 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 47 | 45 | 2 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 164 | 146 | 18 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 47 | 47 | 0 | 0 | 0 |
Deck |
Open Grid Deck | sq. ft. | 26,016 | 23,516 | 2,470 | 0 | 30 |
Joints |
Strip Seal Joint | linear ft. | 68 | 34 | 34 | 0 | 0 |
Open Joint | linear ft. | 88 | 77 | 0 | 11 | 0 |
Other Joint | linear ft. | 52 | 41 | 11 | 0 | 0 |
Bearings |
Movable Bearing | each | 21 | 15 | 6 | 0 | 0 |
Fixed Bearing | each | 21 | 16 | 5 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 3,701 | 3,646 | 45 | 10 | 0 |
Steel Protective Coating | sq. ft. | 22,948 | 21,801 | 1,147 | 0 | 0 |