COUNTY ROAD over ESQUATZEL DIVERSION CANA
Map
Coordinates:
+46.34344, -119.1775046°20'36" N, 119°10'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over ESQUATZEL DIVERSION CANA |
Structure number: | 081871000000000 |
Location: | 1.00S JCT R 916 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 69.9 ft. [21.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1956 |
Year reconstructed: | 1964 |
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: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 294 [as of 2014] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 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: | Equal to present desirable criteria [8] |
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 foundations (including piles) on dry land well above flood water elevations. [9] |
Sufficiency rating: | 82.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $2,432,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Good | Good | Good | Good | 294 | 82.0 |
December 2015 | Good | Good | Good | Good | 294 | 81.8 |
December 2013 | Good | Good | Good | Good | 294 | 81.8 |
December 2011 | Good | Good | Good | Good | 286 | 81.8 |
May 2010 | Good | Good | Good | Good | 167 | 86.3 |
June 2008 | Fair | Satisfactory | Good | Good | 138 | 86.3 |
May 2006 | Fair | Satisfactory | Good | Good | 138 | 86.3 |
January 2006 | Fair | Satisfactory | Good | Good | 138 | 86.3 |
March 2004 | Fair | Satisfactory | Good | Good | 168 | 86.3 |
February 2002 | Fair | Satisfactory | Good | Good | 168 | 86.3 |
June 2000 | Fair | Satisfactory | Good | Good | 168 | 86.3 |
September 1998 | Fair | Satisfactory | Good | Good | 168 | 86.3 |
October 1996 | Fair | Satisfactory | Good | Good | 220 | 86.3 |
April 1992 | Fair | Satisfactory | Good | Good | 110 | 70.5 |