S 285 over TOSTON CANAL
Map
Coordinates:
+46.17371, -111.5052146°10'25" N, 111°30'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S 285 over TOSTON CANAL |
Structure number: | S00285002+09001 |
Location: | 2M W TOSTON |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 13.1 ft. [4.0 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1948 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
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: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 290 [as of 2017] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 70.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Satisfactory | Fair | 290 | 70.0 |
August 2016 | Fair | Satisfactory | Satisfactory | Fair | 250 | 74.7 |
August 2014 | Fair | Satisfactory | Good | Satisfactory | 390 | 81.9 |
August 2012 | Fair | Satisfactory | Good | Satisfactory | 390 | 81.9 |
August 2010 | Fair | Good | Good | Satisfactory | 390 | 82.9 |
August 2008 | Fair | Good | Good | Satisfactory | 400 | 82.8 |
August 2006 | Fair | Very Good | Good | Satisfactory | 240 | 87.8 |
July 2004 | Fair | Very Good | Good | Satisfactory | 320 | 83.0 |
July 2002 | Fair | Very Good | Good | Satisfactory | 330 | 82.0 |
March 2000 | Fair | Very Good | Good | Satisfactory | 260 | 82.2 |
March 1998 | Fair | Very Good | Good | Satisfactory | 560 | 80.4 |
March 1996 | Fair | Very Good | Good | Satisfactory | 260 | 80.2 |
April 1994 | Fair | Good | Good | Satisfactory | 320 | 79.5 |
April 1992 | Fair | Good | Good | Satisfactory | 280 | 86.0 |
February 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 250 | 91.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Timber Girder/Beam | linear ft. | 479 | 417 | 62 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 72 | 31 | 28 | 13 | 0 |
Timber Pile | each | 4 | 0 | 3 | 1 | 0 |
Timber Pier Cap | linear ft. | 52 | 0 | 49 | 3 | 0 |
Deck |
Timber Deck | sq. ft. | 786 | 762 | 12 | 12 | 0 |
Wearing Surfaces | sq. ft. | 786 | 707 | 0 | 79 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 59 | 0 | 51 | 8 | 0 |