US 12 over SATSOP RIVER
Map
Coordinates:
+46.99983, -123.4927246°59'59" N, 123°29'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 12 over SATSOP RIVER |
Structure number: | 0007612H0000000 |
Location: | 5.2 E JCT SR 107 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 277.9 ft. [84.7 m] |
Total length: | 410.1 ft. [125.0 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 34.5 ft. [10.5 m] |
Vertical clearance above deck: | 19.0 ft. [5.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1965 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,472 [as of 2012] |
Truck traffic: | 13% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 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 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: | 62.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $6,560,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Fair | Fair | Good | 9472 | 62.7 |
August 2015 | Fair | Fair | Fair | Good | 9472 | 62.7 |
August 2013 | Fair | Satisfactory | Fair | Good | 9472 | 61.7 |
August 2011 | Fair | Satisfactory | Fair | Good | 9859 | 57.4 |
November 2009 | Fair | Satisfactory | Fair | Good | 10461 | 57.3 |
September 2007 | Fair | Satisfactory | Fair | Good | 10300 | 57.4 |
December 2005 | Fair | Satisfactory | Fair | Good | 9500 | 57.5 |
October 2003 | Fair | Satisfactory | Fair | Good | 9500 | 57.5 |
November 2001 | Fair | Satisfactory | Fair | Good | 9500 | 58.5 |
July 2000 | Fair | Satisfactory | Fair | Good | 8511 | 58.6 |
March 1998 | Fair | Satisfactory | Fair | Good | 8511 | 59.6 |
March 1997 | Fair | Satisfactory | Fair | Good | 8511 | 59.6 |
February 1995 | Fair | Satisfactory | Fair | Good | 8511 | 52.3 |
December 1993 | Fair | Satisfactory | Fair | Good | 6125 | 52.6 |
October 1992 | Fair | Satisfactory | Fair | Good | 6125 | 64.3 |
December 1991 | Fair | Satisfactory | Fair | Good | 6125 | 64.3 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 660 | 660 | 0 | 0 | 0 |
Steel Stringer | linear ft. | 1,400 | 1,367 | 7 | 1 | 25 |
Steel Protective Coating | sq. ft. | 10,064 | 9,857 | 0 | 188 | 19 |
Deck |
Reinforced Concrete Deck | sq. ft. | 12,300 | 12,146 | 137 | 0 | 17 |
Superstructure |
Steel Arch | linear ft. | 560 | 560 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 40,258 | 39,429 | 0 | 753 | 76 |
Steel Secondary Cable | each | 20 | 20 | 0 | 0 | 0 |
Steel Floor Beam | linear ft. | 428 | 408 | 20 | 0 | 0 |
Steel Protective Coating | sq. ft. | 3,076 | 3,013 | 0 | 57 | 6 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 85 | 85 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 97 | 97 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 1 | 1 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 60 | 0 | 0 | 30 | 30 |
Compression Joint | linear ft. | 90 | 0 | 30 | 30 | 30 |
Open Joint | linear ft. | 300 | 0 | 0 | 150 | 150 |
Assembly without Seal Joint | linear ft. | 30 | 0 | 0 | 30 | 0 |
Bearings |
Elastomeric Bearing | each | 20 | 20 | 0 | 0 | 0 |
Movable Bearing | each | 2 | 2 | 0 | 0 | 0 |
Fixed Bearing | each | 2 | 2 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 820 | 820 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 820 | 820 | 0 | 0 | 0 |