TUCANNON ROAD over TUCANNON RIVER
Map
Coordinates:
+46.40961, -117.7384446°24'35" N, 117°44'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TUCANNON ROAD over TUCANNON RIVER |
Structure number: | 083435000000000 |
Location: | 2.86 SE JCT SR126 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 59.1 ft. [18.0 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1968 |
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 2099
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 200 [as of 2019] |
Truck traffic: | 15% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 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: | 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: | 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] |
Scour condition: | Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2] |
Sufficiency rating: | 69.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2099 | Fair | Satisfactory | Satisfactory | Fair | 200 | 69.9 |
October 2017 | Fair | Satisfactory | Satisfactory | Fair | 200 | 69.9 |
October 2015 | Fair | Fair | Satisfactory | Fair | 200 | 73.3 |
October 2013 | Fair | Fair | Satisfactory | Fair | 200 | 73.3 |
October 2011 | Fair | Fair | Satisfactory | Fair | 200 | 73.3 |
March 2010 | Fair | Fair | Satisfactory | Fair | 200 | 73.3 |
April 2008 | Fair | Fair | Satisfactory | Fair | 200 | 73.3 |
June 2006 | Fair | Fair | Satisfactory | Fair | 200 | 73.3 |
April 2004 | Fair | Fair | Satisfactory | Fair | 200 | 73.3 |
March 2002 | Fair | Fair | Satisfactory | Satisfactory | 200 | 84.3 |
April 2000 | Fair | Fair | Satisfactory | Satisfactory | 200 | 86.8 |
February 1998 | Good | Good | Good | Good | 200 | 80.8 |
April 1995 | Good | Good | Good | Good | 200 | 80.3 |
April 1993 | Good | Good | Good | Good | 200 | 80.3 |
March 1990 | Good | Very Good | Very Good | Very Good | 150 | 82.6 |