ALTONA-PILAR RK RD over GRAYS RIVER
Map
Coordinates:
+46.32936, -123.6388146°19'46" N, 123°38'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ALTONA-PILAR RK RD over GRAYS RIVER |
Structure number: | 0003381A0000000 |
Location: | 0.2 S JCT SR 4 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 1009.9 ft. [307.8 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1947 |
Year reconstructed: | 1986 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 450 [as of 2002] |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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] |
Pier/abutment protection: | None present but re-evaluation suggested [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 88.3 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $12,120,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 450 | 88.3 |
April 2016 | Fair | Good | Satisfactory | Satisfactory | 450 | 88.0 |
April 2014 | Fair | Good | Satisfactory | Satisfactory | 450 | 88.0 |
April 2012 | Fair | Good | Satisfactory | Satisfactory | 406 | 88.0 |
April 2010 | Fair | Good | Satisfactory | Satisfactory | 406 | 88.0 |
May 2008 | Fair | Good | Satisfactory | Satisfactory | 406 | 88.0 |
April 2006 | Fair | Good | Satisfactory | Satisfactory | 406 | 88.0 |
July 2004 | Fair | Good | Satisfactory | Good | 406 | 88.0 |
June 2002 | Fair | Good | Satisfactory | Good | 406 | 88.0 |
June 2000 | Fair | Good | Satisfactory | Good | 406 | 88.0 |
March 1998 | Good | Good | Good | Good | 425 | 78.3 |
April 1996 | Good | Good | Good | Good | 425 | 78.3 |
March 1994 | Good | Good | Good | Good | 365 | 79.3 |
November 1992 | Good | Good | Good | Good | 365 | 79.3 |
October 1990 | Good | Good | Good | Good | 365 | 79.3 |