GENESEE AVE over SAN CLEMENTE CANYON CRK
Map
Coordinates:
+32.84505, -117.2000732°50'42" N, 117°12'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GENESEE AVE over SAN CLEMENTE CANYON CRK |
Structure number: | 57C0223 |
Location: | 0.2 MI SOUTH OF ROUTE 52 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 154.9 ft. [47.2 m] |
Roadway width between curbs: | 78.1 ft. [23.8 m] |
Deck width edge-to-edge: | 94.5 ft. [28.8 m] |
Skew angle: | 30° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1966 |
Year reconstructed: | 1970 |
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: | 5 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 29,800 [as of 2010] |
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: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 88.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Good | Good | Good | 29800 | 88.8 |
September 2015 | Good | Very Good | Very Good | Good | 29800 | 88.8 |
September 2013 | Good | Good | Good | Good | 29800 | 88.8 |
April 2011 | Good | Good | Good | Good | 29800 | 88.8 |
September 2008 | Good | Good | Good | Good | 21000 | 90.9 |
November 2007 | Good | Good | Good | Good | 21000 | 90.9 |
November 2005 | Good | Good | Good | Good | 21000 | 90.9 |
October 2003 | Good | Good | Good | Good | 21000 | 90.9 |
July 2001 | Good | Good | Good | Good | 21000 | 90.9 |
November 2000 | Good | Good | Good | Good | 21000 | 90.9 |
April 1999 | Good | Good | Good | Good | 21000 | 90.9 |
March 1996 | Good | Good | Very Good | Very Good | 21000 | 90.9 |
January 1994 | Good | Good | Very Good | Very Good | 21000 | 90.9 |
January 1992 | Good | Good | Very Good | Very Good | 21000 | 90.9 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Column | each | 60 | 57 | 0 | 3 | 0 |
Reinforced Concrete Abutment | linear ft. | 70 | 70 | 0 | 0 | 0 |
Steel Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 47 | 0 | 0 | 0 | 47 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 95 | 95 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 1,360 | 1,360 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 1,180 | 1,180 | 0 | 0 | 0 |