VALLECITOS ROAD over ARROYO DEL VALLE
Map
Coordinates:
+37.64592, -121.7869637°38'45" N, 121°47'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | VALLECITOS ROAD over ARROYO DEL VALLE |
Structure number: | 33C0423 |
Location: | 450 FT NW OF VINEYARD AVE |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 38.1 ft. [11.6 m] |
Total length: | 246.1 ft. [75.0 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1940 |
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: | 8 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 19,250 [as of 2014] |
Truck traffic: | 5% 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: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 61.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,214,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Good | 19250 | 61.2 |
November 2015 | Good | Good | Good | Good | 19250 | 61.2 |
December 2014 | Good | Good | Good | Very Good | 16100 | 61.2 |
November 2012 | Fair | Good | Good | Satisfactory | 16100 | 61.2 |
December 2011 | Poor | Poor | Good | Satisfactory | 16100 | 57.1 |
March 2010 | Poor | Poor | Good | Satisfactory | 20000 | 57.1 |
June 2007 | Fair | Fair | Good | Satisfactory | 20000 | 59.1 |
July 2006 | Fair | Fair | Good | Satisfactory | 20000 | 59.1 |
September 2004 | Fair | Fair | Good | Satisfactory | 20000 | 59.1 |