LOWER WHETSTONE RD over WHETSTONE CREEK
Map
Coordinates:
+46.31253, -118.2320846°18'45" N, 118°13'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOWER WHETSTONE RD over WHETSTONE CREEK |
Structure number: | 084040000000000 |
Location: | 3.2 W JCT 9209 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1970 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 75 [as of 2014] |
Truck traffic: | 15% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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: | 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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 80.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Satisfactory | Good | 75 | 80.4 |
October 2016 | Fair | Satisfactory | Satisfactory | Good | 75 | 80.7 |
October 2014 | Fair | Satisfactory | Satisfactory | Good | 75 | 80.4 |
October 2012 | Fair | Satisfactory | Satisfactory | Good | 75 | 80.4 |
August 2011 | Fair | Satisfactory | Satisfactory | Good | 75 | 80.4 |
August 2009 | Fair | Satisfactory | Satisfactory | Good | 75 | 80.4 |
August 2007 | Fair | Satisfactory | Satisfactory | Good | 50 | 80.4 |
July 2005 | Fair | Satisfactory | Satisfactory | Good | 50 | 80.4 |
June 2003 | Fair | Satisfactory | Satisfactory | Good | 50 | 80.4 |
March 2001 | Good | Good | Good | Good | 50 | 87.2 |
December 1998 | Good | Good | Good | Good | 50 | 87.2 |
June 1996 | Good | Good | Good | Good | 50 | 87.2 |
November 1993 | Good | Good | Good | Good | 50 | 87.2 |
April 1993 | Good | Good | Good | Good | 50 | 87.2 |
March 1990 | Good | Very Good | Very Good | Very Good | 50 | 88.2 |