W DIKE DEEP RIV RD over DEEP RIVER
Map
Coordinates:
+46.34861, -123.6875046°20'55" N, 123°41'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | W DIKE DEEP RIV RD over DEEP RIVER |
Structure number: | 082195000000000 |
Location: | 1.3 N JCT SR 4 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 58.1 ft. [17.7 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1974 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 51 [as of 2014] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 98.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $650,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 51 | 98.0 |
November 2016 | Good | Good | Good | Good | 51 | 98.0 |
November 2014 | Good | Good | Good | Good | 51 | 98.0 |
November 2012 | Good | Good | Good | Good | 100 | 98.0 |
November 2010 | Good | Good | Good | Good | 100 | 98.0 |
December 2008 | Good | Good | Good | Good | 100 | 98.0 |
October 2006 | Good | Good | Good | Good | 100 | 98.0 |
October 2004 | Good | Good | Good | Good | 100 | 98.0 |
September 2002 | Fair | Good | Good | Satisfactory | 100 | 98.0 |
October 2000 | Fair | Good | Good | Satisfactory | 100 | 98.0 |
September 1998 | Good | Good | Very Good | Very Good | 100 | 100.0 |
September 1996 | Fair | Satisfactory | Very Good | Very Good | 100 | 100.0 |
September 1994 | Fair | Satisfactory | Very Good | Very Good | 100 | 100.0 |
June 1992 | Fair | Satisfactory | Very Good | Very Good | 100 | 100.0 |
November 1990 | Fair | Satisfactory | Very Good | Very Good | 100 | 100.0 |