US 101 over SOL DUC RIVER
Map
Coordinates:
+48.06953, -124.2852548°04'10" N, 124°17'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 101 over SOL DUC RIVER |
Structure number: | 0002627B0000000 |
Location: | 10.5 N JCT SR 110 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 160.1 ft. [48.8 m] |
Total length: | 248.0 ft. [75.6 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
Vertical clearance above deck: | 14.8 ft. [4.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1941 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,539 [as of 2012] |
Truck traffic: | 17% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 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: | 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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 50.1 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $3,968,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Fair | Satisfactory | Good | 3539 | 50.1 |
March 2015 | Fair | Fair | Satisfactory | Good | 3539 | 49.9 |
March 2013 | Fair | Fair | Satisfactory | Good | 3882 | 51.0 |
March 2011 | Fair | Fair | Satisfactory | Good | 3882 | 51.0 |
April 2009 | Fair | Fair | Fair | Good | 3643 | 40.0 |
May 2007 | Fair | Fair | Fair | Good | 3006 | 41.8 |
August 2005 | Fair | Satisfactory | Satisfactory | Good | 3006 | 49.8 |
August 2003 | Fair | Satisfactory | Satisfactory | Good | 3006 | 47.8 |
August 2001 | Fair | Fair | Satisfactory | Good | 3006 | 46.6 |
October 1999 | Fair | Fair | Satisfactory | Good | 2977 | 48.7 |
May 1997 | Fair | Satisfactory | Satisfactory | Good | 2977 | 48.0 |
April 1995 | Fair | Satisfactory | Satisfactory | Good | 2977 | 47.9 |
February 1993 | Fair | Satisfactory | Satisfactory | Good | 3325 | 47.1 |
August 1990 | Fair | Satisfactory | Good | Good | 3325 | 47.1 |
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. | 1,120 | 1,120 | 0 | 0 | 0 |
Steel Stringer | linear ft. | 800 | 800 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 4,106 | 3,654 | 0 | 410 | 42 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,808 | 5,549 | 243 | 0 | 16 |
Wearing Surfaces | sq. ft. | 5,808 | 0 | 5,791 | 16 | 1 |
Superstructure |
Steel Truss | linear ft. | 320 | 20 | 80 | 220 | 0 |
Steel Protective Coating | sq. ft. | 16,425 | 14,619 | 0 | 1,642 | 164 |
Steel Floor Beam | linear ft. | 208 | 208 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,067 | 950 | 0 | 106 | 11 |
Steel Gusset Plate | each | 32 | 32 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 64 | 64 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 58 | 58 | 0 | 0 | 0 |
Joints |
Open Joint | linear ft. | 264 | 0 | 24 | 24 | 216 |
Bearings |
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. | 496 | 496 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 88 | 88 | 0 | 0 | 0 |