ROSE GULCH ROAD over TOUCHET RIVER
Map
Coordinates:
+46.29011, -118.0449746°17'24" N, 118°02'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ROSE GULCH ROAD over TOUCHET RIVER |
Structure number: | 082152000000000 |
Location: | 0.2 N JCT SR 12 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 79.1 ft. [24.1 m] |
Total length: | 160.1 ft. [48.8 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.7 ft. [6.3 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] |
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: | Gravel [8] |
Latest Available Inspection: October 2099
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 150 [as of 2019] |
Truck traffic: | 40% of total traffic |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 21.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,800,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2099 | Poor | Serious | Fair | Satisfactory | 150 | 21.3 |
October 2017 | Poor | Serious | Fair | Satisfactory | 150 | 21.3 |
October 2015 | Poor | Serious | Fair | Satisfactory | 150 | 21.0 |
October 2013 | Poor | Serious | Fair | Satisfactory | 150 | 21.0 |
October 2011 | Poor | Serious | Fair | Satisfactory | 150 | 21.0 |
March 2010 | Poor | Serious | Fair | Satisfactory | 150 | 41.3 |
April 2008 | Fair | Satisfactory | Fair | Satisfactory | 50 | 64.2 |
June 2006 | Fair | Satisfactory | Fair | Fair | 50 | 64.2 |
April 2004 | Fair | Satisfactory | Fair | Fair | 50 | 64.2 |
April 2002 | Fair | Satisfactory | Satisfactory | Fair | 50 | 64.2 |
April 2000 | Poor | Poor | Critical | Fair | 50 | 33.9 |
February 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 82.8 |
June 1996 | Poor | Very Good | Good | Poor | 50 | 57.8 |
April 1995 | Fair | Very Good | Good | Satisfactory | 50 | 84.8 |
November 1993 | Fair | Very Good | Good | Satisfactory | 50 | 84.8 |
November 1991 | Fair | Very Good | Good | Satisfactory | 25 | 66.2 |