VALLEY BLVD. over SAN SEVAINE CHANNEL
Map
Coordinates:
+34.07076, -117.5151134°04'15" N, 117°30'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | VALLEY BLVD. over SAN SEVAINE CHANNEL |
Structure number: | 54C0682 |
Location: | 0.1 MI E COMMERCE DR |
Purpose: | Carries highway over railroad and waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 87.6 ft. [26.7 m] |
Total length: | 174.9 ft. [53.3 m] |
Roadway width between curbs: | 121.1 ft. [36.9 m] |
Deck width edge-to-edge: | 132.9 ft. [40.5 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 3° |
Owner: | County Highway Agency [02] |
Year built: | 2002 |
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: | Concrete continuous [2] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: February 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 20,930 [as of 2009] |
Truck traffic: | 2% 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2015 | Good | Good | Good | Good | 20930 | 94.1 |
February 2013 | Fair | Fair | Good | Good | 20930 | 93.0 |
February 2011 | Fair | Fair | Good | Good | 20930 | 93.0 |
January 2009 | Fair | Fair | Good | Good | 20930 | 93.0 |
April 2007 | Fair | Fair | Good | Good | 22915 | 92.7 |
March 2007 | Fair | Fair | Good | Good | 22915 | 92.7 |
October 2004 | Fair | Fair | Very Good | Good | 22915 | 92.7 |
November 2002 | Fair | Fair | Very Good | Good | 22915 | 92.7 |