SR 4 over KLINTS CREEK
Map
Coordinates:
+46.35872, -123.5655346°21'31" N, 123°33'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 4 over KLINTS CREEK |
Structure number: | 0002331B0000000 |
Location: | 14.6 E JCT SR 401 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 17.1 ft. [5.2 m] |
Total length: | 154.9 ft. [47.2 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1938 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 9 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
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: | 1,198 [as of 2016] |
Truck traffic: | 15% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 51.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,674,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Good | Good | Fair | 1198 | 51.2 |
August 2015 | Fair | Good | Good | Fair | 1145 | 49.8 |
August 2013 | Fair | Good | Good | Fair | 1145 | 49.8 |
August 2011 | Fair | Good | Good | Fair | 1147 | 49.8 |
August 2009 | Poor | Good | Good | Poor | 1641 | 39.6 |
August 2007 | Fair | Good | Good | Fair | 1428 | 50.6 |
November 2005 | Fair | Good | Good | Fair | 1428 | 49.6 |
September 2003 | Fair | Good | Good | Fair | 1428 | 50.6 |
September 2002 | Fair | Good | Good | Fair | 1428 | 50.6 |
July 2001 | Fair | Good | Good | Fair | 1428 | 48.6 |
August 2000 | Fair | Good | Good | Fair | 1428 | 48.6 |
June 1998 | Fair | Good | Good | Fair | 1265 | 50.6 |
July 1997 | Fair | Good | Good | Fair | 1265 | 36.5 |
November 1995 | Fair | Good | Good | Fair | 1265 | 36.5 |
November 1994 | Poor | Good | Good | Poor | 1265 | 21.5 |
February 1992 | Fair | Good | Good | Satisfactory | 1675 | 46.5 |
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 |
Timber Girder/Beam | linear ft. | 2,480 | 2,480 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,720 | 3,708 | 11 | 0 | 1 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 82 | 82 | 0 | 0 | 0 |
Timber Pile | each | 50 | 47 | 1 | 1 | 1 |
Timber Pier Cap | linear ft. | 320 | 320 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 48 | 0 | 48 | 0 | 0 |
Open Joint | linear ft. | 192 | 0 | 96 | 72 | 24 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 310 | 310 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 155 | 155 | 0 | 0 | 0 |