MCFARLAND ROAD over BEAR CREEK
Map
Coordinates:
+39.70039, -78.3163739°42'01" N, 78°18'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MCFARLAND ROAD over BEAR CREEK |
Structure number: | 200000W-0022010 |
Location: | 0.08 MI E OF ALL-WASH CO |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 23.6 ft. [7.2 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Skew angle: | 31° |
Owner: | County Highway Agency [02] |
Year built: | 1916 |
Year reconstructed: | 1995 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Wood or timber [7] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 164 [as of 2017] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 83.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Good | Fair | 164 | 83.5 |
November 2015 | Fair | Good | Good | Fair | 164 | 83.5 |
November 2013 | Fair | Good | Good | Fair | 164 | 83.5 |
November 2011 | Fair | Good | Good | Fair | 164 | 83.5 |
November 2009 | Fair | Good | Good | Fair | 164 | 83.5 |
November 2007 | Fair | Good | Good | Satisfactory | 167 | 94.5 |
October 2005 | Fair | Good | Good | Satisfactory | 167 | 94.5 |
October 2003 | Fair | Very Good | Very Good | Satisfactory | 186 | 95.5 |
October 2001 | Fair | Very Good | Very Good | Satisfactory | 160 | 95.5 |
October 1999 | Fair | Very Good | Very Good | Satisfactory | 160 | 95.5 |
October 1997 | Good | Very Good | Very Good | Good | 160 | 95.5 |
January 1997 | Good | Very Good | Very Good | Good | 160 | 99.0 |
December 1995 | Good | Excellent | Excellent | Good | 150 | 99.0 |
October 1993 | Fair | Fair | Fair | Fair | 150 | 47.7 |
January 1992 | Fair | Fair | Fair | Fair | 150 | 29.0 |