HARVARD MINE RD over WOODS CREEK
Map
Coordinates:
+37.94679, -120.4281937°56'48" N, 120°25'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HARVARD MINE RD over WOODS CREEK |
Structure number: | 32C0043 |
Location: | 0.6 MI N/E SR 108 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 62.7 ft. [19.1 m] |
Total length: | 67.9 ft. [20.7 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
Skew angle: | 35° |
Owner: | County Highway Agency [02] |
Year built: | 1915 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 130 [as of 2017] |
Truck traffic: | 6% of total traffic |
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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 51.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | - | Fair | Good | 130 | 51.8 |
August 2015 | Good | - | Good | Good | 100 | 71.8 |
June 2014 | Good | - | Good | Good | 100 | 72.8 |
June 2012 | Good | - | Good | Good | 100 | 70.8 |
June 2010 | Good | - | Good | Good | 100 | 74.0 |
June 2008 | Good | - | Good | Good | 100 | 74.0 |
June 2006 | Good | - | Good | Good | 100 | 74.0 |
June 2005 | Good | - | Good | Good | 100 | 74.0 |
June 2004 | Good | - | Good | Good | 100 | 74.0 |
June 2002 | Good | - | Good | Good | 100 | 74.0 |
June 2000 | Good | - | Good | Good | 100 | 74.0 |
November 1998 | Good | - | Good | Good | 100 | 74.0 |
April 1996 | Fair | - | Satisfactory | Satisfactory | 100 | 61.3 |
August 1993 | Fair | - | Satisfactory | Satisfactory | 100 | 68.4 |
July 1991 | Fair | - | - | - | 100 | 68.4 |