WATERFRONT RD over PACHECO SLOUGH
Map
Coordinates:
+38.03128, -122.0817238°01'53" N, 122°04'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WATERFRONT RD over PACHECO SLOUGH |
Structure number: | 28C0006 |
Location: | 0.3 MI WEST SOLANO WAY |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 88.3 ft. [26.9 m] |
Total length: | 753.0 ft. [229.5 m] |
Roadway width between curbs: | 30.5 ft. [9.3 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Vertical clearance below bridge: | 3.3 ft. [1.0 m] |
Skew angle: | 99° |
Owner: | County Highway Agency [02] |
Year built: | 1948 |
Year reconstructed: | 1965 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
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: | 2,409 [as of 2013] |
Truck traffic: | 12% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 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: | 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] |
Pier/abutment protection: | None present but re-evaluation suggested [5] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 70.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Good | Good | Fair | 2409 | 70.0 |
September 2016 | Fair | Good | Good | Fair | 2409 | 72.1 |
September 2014 | Good | Good | Very Good | Good | 2409 | 82.1 |
September 2012 | Fair | Good | Good | Satisfactory | 210 | 89.7 |
October 2010 | Poor | Serious | Good | Satisfactory | 5000 | 65.4 |
August 2008 | Poor | Serious | Good | Satisfactory | 5000 | 66.4 |
June 2007 | Poor | Serious | Good | Satisfactory | 5000 | 71.4 |
June 2005 | Fair | Fair | Good | Satisfactory | 5000 | 70.7 |
May 2003 | Fair | Satisfactory | Very Good | Satisfactory | 5000 | 71.7 |
June 2002 | Fair | Fair | Very Good | Good | 5000 | 70.7 |
July 2001 | Fair | Fair | Very Good | Good | 5000 | 70.7 |
December 1996 | Fair | Satisfactory | Good | Good | 5000 | 71.7 |
January 1996 | Poor | Poor | Satisfactory | Satisfactory | 5000 | 68.2 |
September 1994 | Poor | Poor | Satisfactory | Satisfactory | 5000 | 68.2 |
January 1993 | Poor | Poor | Satisfactory | Satisfactory | 5000 | 65.2 |
August 1991 | Poor | Poor | Satisfactory | Satisfactory | 5000 | 65.2 |