SR 21 over SAN POIL RIVER
Map
Coordinates:
+48.27583, -118.7154748°16'33" N, 118°42'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 21 over SAN POIL RIVER |
Structure number: | 0001513B0000000 |
Location: | 25.1 N LINCOLN CO |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 47.9 ft. [14.6 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 1931 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 295 [as of 2016] |
Truck traffic: | 17% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 80.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $538,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Good | Good | Satisfactory | 295 | 80.7 |
September 2015 | Fair | Good | Satisfactory | Satisfactory | 241 | 85.4 |
September 2013 | Fair | Good | Satisfactory | Satisfactory | 241 | 85.4 |
September 2011 | Fair | Good | Satisfactory | Fair | 247 | 74.1 |
September 2009 | Fair | Good | Satisfactory | Fair | 277 | 69.3 |
September 2007 | Poor | Good | Satisfactory | Serious | 271 | 34.5 |
September 2006 | Fair | Good | Satisfactory | Fair | 500 | 65.7 |
September 2004 | Fair | Good | Satisfactory | Fair | 500 | 65.7 |
May 2003 | Fair | Good | Satisfactory | Fair | 500 | 65.7 |
September 2002 | Fair | Good | Satisfactory | Fair | 500 | 65.7 |
June 2001 | Poor | Satisfactory | Satisfactory | Serious | 500 | 29.5 |
August 2000 | Poor | Good | Good | Serious | 207 | 44.9 |
April 1998 | Poor | Good | Good | Serious | 207 | 44.9 |
July 1997 | Poor | Good | Good | Serious | 207 | 44.9 |
May 1994 | Fair | Good | Good | Satisfactory | 207 | 84.7 |
September 1993 | Fair | Good | Good | Satisfactory | 525 | 76.8 |
July 1991 | Good | Good | Good | Good | 525 | 62.0 |