OLD CANYON RD over ALAMEDA CREEK
Map
Coordinates:
+37.57818, -121.9689837°34'41" N, 121°58'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OLD CANYON RD over ALAMEDA CREEK |
Structure number: | 33C0017 |
Location: | 0.08 MI EAST OF ST RTE 84 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 45.6 ft. [13.9 m] |
Total length: | 298.9 ft. [91.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 31.8 ft. [9.7 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1948 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 8 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,700 [as of 2010] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | 43.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Fair | Fair | Good | 2700 | 43.1 |
September 2016 | Fair | Good | Fair | Good | 2700 | 44.1 |
September 2014 | Good | Very Good | Good | Good | 2700 | 51.4 |
October 2012 | Poor | Satisfactory | Good | Poor | 2700 | 28.1 |
October 2010 | Poor | Poor | Good | Poor | 2700 | 47.1 |
October 2008 | Poor | Poor | Good | Fair | 3857 | 63.1 |
September 2006 | Poor | Poor | Good | Fair | 3857 | 63.1 |
September 2004 | Poor | Poor | Good | Fair | 3857 | 63.1 |
October 2002 | Poor | Poor | Good | Fair | 3857 | 63.1 |
December 1999 | Fair | Satisfactory | Good | Fair | 3857 | 66.2 |
October 1995 | Fair | Satisfactory | Good | Good | 3857 | 75.2 |
March 1994 | Fair | Satisfactory | Good | Good | 3857 | 75.2 |
May 1992 | Fair | Satisfactory | Good | Good | 3857 | 75.2 |