EXTENSION OF SR 20 over UPRIGHT CHANNEL
Map
Coordinates:
+48.57064, -122.8833648°34'14" N, 122°53'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | EXTENSION OF SR 20 over UPRIGHT CHANNEL |
Structure number: | 0012015A0000000 |
Location: | N END LOPEZ ISLAND |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Tolls: | Yes [1] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 105.0 ft. [32.0 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Vertical clearance above deck: | 16.1 ft. [4.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1981 |
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: | Movable - Lift [15] |
Deck type: | Closed Grating [4] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,349 [as of 2010] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 61.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $798,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 1349 | 61.0 |
September 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1349 | 61.0 |
September 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1349 | 58.3 |
September 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 1349 | 58.3 |
September 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 1349 | 59.8 |
September 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 1100 | 62.3 |
September 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 350 | 49.4 |
June 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 350 | 49.4 |
August 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 350 | 49.4 |
July 2003 | Poor | Satisfactory | Satisfactory | Poor | 350 | 28.9 |
July 2002 | Poor | Satisfactory | Satisfactory | Poor | 350 | 28.9 |
July 2001 | Poor | Satisfactory | Poor | Satisfactory | 350 | 25.0 |
September 2000 | Poor | Satisfactory | Poor | Satisfactory | 350 | 25.0 |
April 1999 | Poor | Satisfactory | Poor | Satisfactory | 350 | 25.0 |
April 1998 | Poor | Satisfactory | Poor | Satisfactory | 350 | 25.0 |
May 1997 | Poor | Satisfactory | Poor | Satisfactory | 350 | 29.1 |
May 1996 | Poor | Satisfactory | Poor | Satisfactory | 350 | 29.1 |
June 1995 | Poor | Satisfactory | Poor | Satisfactory | 350 | 29.1 |
April 1994 | Fair | Satisfactory | Fair | Satisfactory | 206 | 47.9 |
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. | 176 | 175 | 0 | 1 | 0 |
Steel Protective Coating | sq. ft. | 6,749 | 6,191 | 0 | 557 | 1 |
Steel Stringer | linear ft. | 440 | 440 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 16,873 | 15,479 | 0 | 1,393 | 1 |
Steel Floor Beam | linear ft. | 273 | 260 | 0 | 13 | 0 |
Steel Protective Coating | sq. ft. | 10,469 | 9,604 | 0 | 864 | 1 |
Steel Pin or Pin & Hangar Assembly | each | 4 | 4 | 0 | 0 | 0 |
Substructure |
Steel Pile | each | 16 | 15 | 0 | 1 | 0 |
Steel Protective Coating | sq. ft. | 613 | 562 | 0 | 50 | 1 |
Steel Pier Cap | linear ft. | 42 | 42 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,610 | 1,477 | 0 | 133 | 0 |
Deck |
Concrete Filled Grid Deck | sq. ft. | 1,600 | 1,500 | 0 | 100 | 0 |
Wearing Surfaces | sq. ft. | 1,600 | 0 | 1,600 | 0 | 0 |
Joints |
Assembly without Seal Joint | linear ft. | 23 | 0 | 23 | 0 | 0 |
Bearings |
Fixed Bearing | each | 2 | 2 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 26 | 26 | 0 | 0 | 0 |