E JEFFERSON AVE over WAHTOKE CREEK
Map
Coordinates:
+36.65479, -119.4362836°39'17" N, 119°26'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | E JEFFERSON AVE over WAHTOKE CREEK |
Structure number: | 42C0237 |
Location: | 0.31 MI W BUTTONWILLOW AV |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 27.6 ft. [8.4 m] |
Total length: | 28.9 ft. [8.8 m] |
Roadway width between curbs: | 23.3 ft. [7.1 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1925 |
Year reconstructed: | 1979 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Wood or timber [7] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: November 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 350 [as of 2010] |
Truck traffic: | 15% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 61.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2016 | Good | Good | Good | Good | 350 | 61.4 |
November 2014 | Good | Very Good | Very Good | Very Good | 350 | 61.4 |
November 2012 | Fair | Satisfactory | Good | Good | 350 | 63.4 |
December 2010 | Fair | Satisfactory | Good | Good | 300 | 63.4 |
November 2008 | Fair | Satisfactory | Good | Good | 300 | 63.4 |
December 2006 | Fair | Satisfactory | Good | Good | 300 | 67.5 |
March 2004 | Fair | Satisfactory | Good | Good | 300 | 67.5 |
March 2002 | Good | Good | Good | Good | 300 | 67.5 |
December 2000 | Good | Good | Good | Good | 300 | 67.5 |
January 1998 | Good | Good | Good | Good | 300 | 67.5 |
January 1996 | Fair | Fair | Fair | Fair | 200 | 50.6 |
May 1993 | Fair | Fair | Fair | Fair | 200 | 55.5 |
December 1990 | Fair | Fair | Fair | Fair | 200 | 51.5 |