FRIARS RD over MURPHY CANYON RD
Map
Coordinates:
+32.78744, -117.1172432°47'15" N, 117°07'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FRIARS RD over MURPHY CANYON RD |
Structure number: | 57C0188 |
Location: | 0.15MI W/O RTE 15 |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 149.0 ft. [45.4 m] |
Roadway width between curbs: | 87.9 ft. [26.8 m] |
Deck width edge-to-edge: | 89.9 ft. [27.4 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 48° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1967 |
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: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
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: | 36,300 [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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 81.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2016 | Good | Good | Good | Good | 36300 | 81.0 |
September 2014 | Good | Good | Very Good | Very Good | 36300 | 81.0 |
August 2012 | Fair | Satisfactory | Good | Good | 36300 | 87.6 |
March 2010 | Fair | Satisfactory | Good | Good | 36300 | 87.6 |
October 2007 | Fair | Fair | Good | Good | 36300 | 86.6 |
November 2005 | Fair | Fair | Good | Good | 36300 | 87.6 |
June 2003 | Poor | Poor | Good | Good | 36300 | 85.4 |
August 2001 | Poor | Poor | Good | Good | 36300 | 85.4 |
April 1999 | Poor | Poor | Good | Good | 36300 | 85.4 |
April 1996 | Good | Very Good | Very Good | Very Good | 36300 | 88.3 |
March 1994 | Good | Very Good | Very Good | Very Good | 36300 | 88.3 |
January 1992 | Good | Very Good | Very Good | Very Good | 36300 | 88.3 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Girder/Beam | linear ft. | 500 | 500 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,245 | 1,095 | 150 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 1,210 | 1,210 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 88 | 88 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 76 | 76 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 104 | 102 | 0 | 2 | 0 |