COUNTY ARTERIAL over POTHOLES EAST CANAL
Map
Coordinates:
+46.57675, -119.0747946°34'36" N, 119°04'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ARTERIAL over POTHOLES EAST CANAL |
Structure number: | 083963000000000 |
Location: | 0.43 W SHF. WY 693 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 59.1 ft. [18.0 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1957 |
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: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 367 [as of 2015] |
Truck traffic: | 30% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 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 determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 81.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $2,098,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Good | Good | Good | Very Good | 367 | 81.9 |
December 2015 | Good | Good | Good | Very Good | 367 | 81.6 |
January 2014 | Good | Good | Good | Very Good | 371 | 81.6 |
January 2012 | Good | Good | Good | Very Good | 371 | 81.6 |
January 2010 | Good | Good | Good | Very Good | 283 | 81.7 |
March 2008 | Good | Good | Good | Very Good | 283 | 81.7 |
January 2006 | Good | Good | Good | Very Good | 78 | 91.8 |
March 2004 | Good | Good | Good | Very Good | 107 | 86.3 |
February 2002 | Good | Good | Good | Very Good | 107 | 86.3 |
March 2000 | Good | Good | Good | Very Good | 107 | 86.3 |
February 1998 | Good | Good | Good | Very Good | 107 | 86.3 |
April 1996 | Good | Good | Good | Very Good | 107 | 86.3 |
March 1994 | Good | Good | Good | Very Good | 300 | 79.8 |
February 1992 | Good | Very Good | Good | Very Good | 300 | 79.8 |