COUNTY ARTERIAL over POTHOLES EAST CANAL
Map
Coordinates:
+46.54714, -119.0642346°32'50" N, 119°03'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ARTERIAL over POTHOLES EAST CANAL |
Structure number: | 080189000000000 |
Location: | 0.73 W JCT 650 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 34.1 ft. [10.4 m] |
Roadway width between curbs: | 29.5 ft. [9.0 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1957 |
Year reconstructed: | 1978 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 365 [as of 2018] |
Truck traffic: | 15% of total traffic |
Deck condition: | Very Good [8 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: | Equal to present minimum criteria [6] |
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: | 84.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,338,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Good | Very Good | Good | Good | 365 | 84.2 |
December 2016 | Good | Very Good | Good | Good | 365 | 84.2 |
December 2014 | Good | Very Good | Good | Good | 365 | 83.9 |
December 2012 | Good | Very Good | Good | Good | 414 | 82.8 |
January 2011 | Good | Very Good | Good | Good | 414 | 82.8 |
January 2009 | Good | Very Good | Good | Good | 414 | 82.8 |
January 2007 | Good | Very Good | Good | Good | 233 | 83.9 |
February 2005 | Good | Very Good | Good | Good | 233 | 83.9 |
February 2003 | Good | Very Good | Good | Good | 233 | 83.9 |
January 2001 | Good | Very Good | Good | Good | 211 | 83.9 |
January 1999 | Good | Very Good | Good | Good | 211 | 83.9 |
January 1997 | Good | Very Good | Good | Good | 230 | 83.9 |
March 1995 | Good | Very Good | Good | Good | 230 | 66.2 |
February 1993 | Good | Very Good | Good | Good | 280 | 78.1 |
March 1991 | Good | Very Good | Good | Good | 258 | 78.1 |