GALLAHER ROAD over TOUCHET RIVER
Map
Coordinates:
+46.27703, -118.1114246°16'37" N, 118°06'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GALLAHER ROAD over TOUCHET RIVER |
Structure number: | 080583000000000 |
Location: | 0.4 S JCT SR 12 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 57.1 ft. [17.4 m] |
Total length: | 113.9 ft. [34.7 m] |
Roadway width between curbs: | 24.9 ft. [7.6 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1965 |
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: | Steel [3] |
Main spans 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: | 125 [as of 2015] |
Truck traffic: | 15% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 85.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 125 | 85.8 |
October 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 125 | 90.6 |
October 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 125 | 90.6 |
October 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 125 | 90.6 |
April 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 125 | 90.6 |
April 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 94.6 |
June 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 94.6 |
April 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 94.6 |
April 2002 | Fair | Satisfactory | Satisfactory | Good | 100 | 94.6 |
April 2000 | Fair | Satisfactory | Satisfactory | Good | 100 | 92.9 |
February 1998 | Good | Good | Good | Good | 100 | 93.9 |
April 1995 | Good | Good | Good | Good | 100 | 93.9 |
April 1993 | Good | Good | Good | Good | 100 | 93.9 |
March 1990 | Good | Very Good | Very Good | Very Good | 50 | 96.7 |