FIRST AVE over MAPLE CANYON
Map
Coordinates:
+32.73427, -117.1639132°44'03" N, 117°09'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FIRST AVE over MAPLE CANYON |
Structure number: | 57C0416 |
Location: | 2.5 BLKS N/O LAUREL ST |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 200.1 ft. [61.0 m] |
Total length: | 462.9 ft. [141.1 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 47.9 ft. [14.6 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1931 |
Year reconstructed: | 2009 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 5 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Deck [09] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,500 [as of 2016] |
Truck traffic: | 1% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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 (including piles) on dry land well above flood water elevations. [9] |
Sufficiency rating: | 70.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Good | Good | 4500 | 70.3 |
February 2018 | Good | Good | Good | Good | 4400 | 70.4 |
March 2016 | Fair | Good | Good | Satisfactory | 4400 | 67.4 |
March 2014 | Fair | Good | Good | Satisfactory | 4400 | 67.4 |
July 2011 | Fair | Good | Good | Satisfactory | 4400 | 67.4 |
March 2010 | Fair | Good | Good | Fair | 7000 | 55.7 |
November 2007 | Fair | Good | Fair | Fair | 7000 | 55.7 |
April 2006 | Fair | Good | Fair | Fair | 7000 | 55.7 |
January 2006 | Fair | Good | Satisfactory | Fair | 7000 | 55.7 |
March 2005 | Fair | Good | Satisfactory | Fair | 7000 | 55.7 |
August 2003 | Fair | Good | Satisfactory | Fair | 7000 | 55.7 |
April 2002 | Fair | Good | Satisfactory | Fair | 7000 | 55.7 |
May 2000 | Fair | Good | Satisfactory | Satisfactory | 7000 | 66.0 |
May 1999 | Fair | Good | Satisfactory | Satisfactory | 7000 | 66.0 |
October 1996 | Fair | Good | Satisfactory | Satisfactory | 7000 | 66.0 |
May 1994 | Fair | Good | Satisfactory | Satisfactory | 7000 | 66.0 |
June 1992 | Fair | Good | Satisfactory | Satisfactory | 7000 | 71.1 |