NORTH RIVER ROAD over NORTH RIVER
Map
Coordinates:
+46.79381, -123.5322246°47'38" N, 123°31'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NORTH RIVER ROAD over NORTH RIVER |
Structure number: | 081171000000000 |
Location: | 00.0 PACIFIC CO LIN |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 51.8 ft. [15.8 m] |
Total length: | 180.1 ft. [54.9 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1959 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 4 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 140 [as of 2016] |
Truck traffic: | 5% 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: | 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: | 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: | 48.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $3,952,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Fair | Fair | Good | 140 | 48.7 |
June 2017 | Fair | Fair | Fair | Good | 140 | 48.7 |
June 2016 | Fair | Fair | Fair | Good | 140 | 48.5 |
June 2015 | Fair | Fair | Fair | Good | 140 | 48.5 |
June 2014 | Fair | Fair | Fair | Good | 140 | 49.8 |
June 2012 | Fair | Satisfactory | Satisfactory | Good | 140 | 72.8 |
August 2010 | Fair | Satisfactory | Satisfactory | Good | 140 | 72.8 |
November 2008 | Fair | Satisfactory | Satisfactory | Good | 140 | 72.8 |
November 2006 | Fair | Satisfactory | Satisfactory | Good | 142 | 72.8 |
November 2004 | Fair | Satisfactory | Satisfactory | Good | 142 | 72.8 |
January 2004 | Fair | Satisfactory | Satisfactory | Good | 142 | 72.8 |
April 2002 | Fair | Fair | Fair | Fair | 282 | 58.9 |
March 2000 | Fair | Fair | Fair | Fair | 282 | 58.9 |
January 1998 | Fair | Fair | Fair | Good | 282 | 60.9 |
April 1997 | Fair | Fair | Fair | Good | 282 | 60.9 |
March 1996 | Fair | Fair | Fair | Good | 282 | 60.9 |
April 1995 | Fair | Satisfactory | Satisfactory | Good | 282 | 73.2 |
March 1994 | Good | Good | Good | Good | 282 | 73.2 |
May 1993 | Good | Good | Good | Good | 282 | 73.2 |
April 1992 | Good | Good | Good | Good | 282 | 73.2 |