STATE ROUTE 271 over BIG DANN CREEK
Map
Coordinates:
+39.84690, -123.6955939°50'49" N, 123°41'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STATE ROUTE 271 over BIG DANN CREEK |
Structure number: | 10 0030 |
Location: | 01-MEN-271-4.92 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 319.9 ft. [97.5 m] |
Total length: | 585.0 ft. [178.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1933 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 150 [as of 2009] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 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 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 (including piles) on dry land well above flood water elevations. [9] |
Sufficiency rating: | 67.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Good | Fair | Good | 150 | 67.8 |
April 2016 | Good | Good | Good | Good | 150 | 79.0 |
April 2014 | Fair | Satisfactory | Satisfactory | Fair | 150 | 67.8 |
April 2012 | Fair | Satisfactory | Fair | Fair | 150 | 67.8 |
August 2010 | Fair | Satisfactory | Fair | Fair | 90 | 74.1 |
May 2008 | Fair | Fair | Fair | Fair | 90 | 71.9 |
May 2006 | Fair | Fair | Fair | Fair | 90 | 73.9 |
October 2004 | Fair | Fair | Fair | Fair | 90 | 71.9 |
April 2002 | Fair | Satisfactory | Fair | Satisfactory | 410 | 57.2 |
June 2000 | Fair | Satisfactory | Fair | Satisfactory | 410 | 57.2 |
April 1998 | Fair | Satisfactory | Fair | Satisfactory | 410 | 59.2 |
January 1996 | Fair | Fair | Fair | Fair | 400 | 57.2 |
December 1993 | Fair | Fair | Fair | Fair | 400 | 57.2 |
July 1990 | Fair | Fair | Fair | Fair | 400 | 57.2 |