TUCANNON ROAD over TUCANNON RIVER
Map
Coordinates:
+46.43047, -117.7288346°25'50" N, 117°43'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TUCANNON ROAD over TUCANNON RIVER |
Structure number: | 082425000000000 |
Location: | 1.2 SE JCT SR126 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 56.1 ft. [17.1 m] |
Total length: | 57.1 ft. [17.4 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1963 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 200 [as of 2015] |
Truck traffic: | 15% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 76.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Good | Satisfactory | Satisfactory | 200 | 76.2 |
October 2015 | Fair | Good | Satisfactory | Satisfactory | 200 | 82.5 |
October 2013 | Fair | Good | Satisfactory | Satisfactory | 200 | 82.5 |
October 2011 | Fair | Good | Satisfactory | Satisfactory | 200 | 75.5 |
March 2010 | Fair | Good | Satisfactory | Satisfactory | 200 | 75.5 |
April 2008 | Fair | Good | Satisfactory | Satisfactory | 200 | 75.5 |
June 2006 | Fair | Good | Satisfactory | Satisfactory | 200 | 75.5 |
April 2004 | Fair | Good | Satisfactory | Satisfactory | 200 | 75.5 |
March 2002 | Fair | Good | Satisfactory | Good | 200 | 75.5 |
April 2000 | Fair | Good | Satisfactory | Good | 200 | 75.5 |
February 1998 | Good | Good | Good | Good | 200 | 75.5 |
April 1995 | Good | Good | Good | Good | 200 | 75.0 |
April 1993 | Good | Good | Good | Good | 200 | 75.0 |
March 1990 | Good | Very Good | Very Good | Very Good | 150 | 73.6 |