FRIARS ROAD over MURRAY CANYON
Map
Coordinates:
+32.77185, -117.1587232°46'19" N, 117°09'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FRIARS ROAD over MURRAY CANYON |
Structure number: | 57C0233 |
Location: | 500FT E/O SR-163 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 28.9 ft. [8.8 m] |
Roadway width between curbs: | 106.0 ft. [32.3 m] |
Deck width edge-to-edge: | 206.7 ft. [63.0 m] |
Skew angle: | 99° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1970 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: September 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 64,000 [as of 2011] |
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: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 85.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2016 | Good | Good | Good | Good | 64000 | 85.0 |
September 2014 | Good | Very Good | Very Good | Very Good | 64000 | 85.0 |
August 2010 | Good | Good | Good | Good | 42300 | 90.1 |
November 2007 | Good | Good | Good | Good | 42300 | 90.1 |
November 2005 | Good | Good | Good | Good | 42300 | 90.1 |
January 2003 | Good | Good | Good | Good | 42300 | 90.1 |
January 2001 | Good | Good | Good | Good | 42300 | 90.1 |
April 1999 | Good | Good | Good | Good | 42300 | 87.1 |
March 1996 | Good | Very Good | Very Good | Very Good | 42300 | 87.5 |
March 1994 | Good | Very Good | Very Good | Very Good | 42300 | 87.5 |
January 1992 | Good | Very Good | Very Good | Very Good | 42300 | 87.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 189 | 189 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 700 | 698 | 2 | 0 | 0 |