HEADWORKS SERVICE over ESQUATZEL DIVERS CANAL
Map
Coordinates:
+46.36534, -119.0883646°21'55" N, 119°05'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HEADWORKS SERVICE over ESQUATZEL DIVERS CANAL |
Structure number: | 11PECL062 |
Location: | NR PASCO WA |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 37.7 ft. [11.5 m] |
Roadway width between curbs: | 12.1 ft. [3.7 m] |
Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
Owner: | Bureau of Reclamation [69] |
Year built: | 1957 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1 [as of 2017] |
Truck traffic: | 30% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 54.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Very Good | Very Good | Very Good | 1 | 54.2 |
February 2015 | Good | Very Good | Very Good | Very Good | 1 | 54.2 |
March 2013 | Good | Very Good | Very Good | Very Good | 1 | 52.2 |
February 2012 | Good | Very Good | Very Good | Very Good | 1 | 52.2 |
November 2009 | Good | Very Good | Very Good | Very Good | 1 | 52.2 |
November 2007 | Good | Very Good | Very Good | Very Good | 1 | 52.2 |
November 2005 | Good | Very Good | Very Good | Very Good | 1 | 52.2 |
November 2003 | Good | Very Good | Very Good | Good | 10 | 56.2 |