COUNTY ROAD 21960 over COAL CREEK
Map
Coordinates:
+47.35833, -118.4916747°21'30" N, 118°29'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD 21960 over COAL CREEK |
Structure number: | 084743000000000 |
Location: | 0.29 E SR28 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 62.0 ft. [18.9 m] |
Roadway width between curbs: | 20.3 ft. [6.2 m] |
Deck width edge-to-edge: | 21.7 ft. [6.6 m] |
Skew angle: | 32° |
Owner: | County Highway Agency [02] |
Year built: | 1917 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Other [00] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 50 [as of 2015] |
Truck traffic: | 40% of total traffic |
Superstructure condition: | Fair [5 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 85.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | - | Fair | Fair | 50 | 85.0 |
December 2017 | Fair | - | Fair | Fair | 50 | 82.1 |
December 2016 | Fair | - | Fair | Fair | 50 | 82.1 |
December 2015 | Fair | Satisfactory | Fair | Fair | 50 | 76.9 |
December 2014 | Fair | Satisfactory | Fair | Fair | 50 | 76.9 |
December 2013 | Fair | Satisfactory | Fair | Fair | 50 | 76.9 |
December 2012 | Fair | Good | Fair | Fair | 50 | 76.9 |
December 2011 | Fair | Good | Fair | Fair | 50 | 76.9 |
December 2010 | Fair | Good | Fair | Fair | 50 | 76.9 |
January 2010 | Fair | Good | Fair | Fair | 50 | 76.9 |
January 2008 | Fair | Good | Fair | Fair | 50 | 76.9 |
February 2006 | Fair | Good | Fair | Fair | 50 | 76.9 |
March 2005 | Fair | Good | Fair | Satisfactory | 50 | 76.9 |
December 2003 | Fair | Good | Fair | Satisfactory | 50 | 76.9 |
February 2002 | Fair | Good | Fair | Satisfactory | 50 | 76.9 |
January 2001 | Fair | Good | Satisfactory | Satisfactory | 50 | 87.9 |
January 1999 | Fair | Good | Satisfactory | Satisfactory | 50 | 87.9 |
December 1996 | Fair | Good | Satisfactory | Satisfactory | 50 | 87.9 |
April 1995 | Fair | Good | Satisfactory | Satisfactory | 50 | 75.4 |
May 1993 | Fair | Good | Satisfactory | Satisfactory | 50 | 91.0 |