FRIARS RD over MISSION CENTER RD
Map
Coordinates:
+32.77457, -117.1541432°46'28" N, 117°09'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FRIARS RD over MISSION CENTER RD |
Structure number: | 57C0291 |
Location: | 0.5MI E/O SR-163 |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 98.1 ft. [29.9 m] |
Total length: | 164.1 ft. [50.0 m] |
Roadway width between curbs: | 78.1 ft. [23.8 m] |
Deck width edge-to-edge: | 100.1 ft. [30.5 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1968 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: September 2016
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 41,200 [as of 2010] |
Truck traffic: | 1% of total traffic |
Deck condition: | Poor [4 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 74.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $2,560,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2016 | Poor | Poor | Good | Good | 41200 | 74.9 |
September 2014 | Fair | Fair | Very Good | Very Good | 41200 | 77.2 |
October 2012 | Poor | Poor | Good | Good | 41200 | 74.9 |
March 2012 | Poor | Poor | Good | Good | 41200 | 74.9 |
March 2010 | Poor | Poor | Good | Good | 58180 | 71.0 |
November 2007 | Fair | Fair | Good | Good | 58180 | 73.0 |
November 2005 | Fair | Fair | Good | Good | 58180 | 73.0 |
February 2003 | Fair | Fair | Good | Good | 58180 | 73.0 |
January 2001 | Fair | Satisfactory | Good | Good | 20400 | 84.7 |
April 1999 | Good | Good | Good | Good | 20400 | 84.7 |
March 1996 | Good | Very Good | Very Good | Very Good | 20400 | 82.8 |
March 1994 | Good | Very Good | Very Good | Very Good | 20400 | 82.8 |
January 1992 | Good | Very Good | Very Good | Very Good | 20400 | 82.8 |
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 |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 30 | 30 | 0 | 0 | 0 |
Reinforced Concrete Girder/Beam | linear ft. | 218 | 218 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,530 | 165 | 1,145 | 220 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 62 | 62 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 61 | 61 | 0 | 0 | 0 |
Steel Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 54 | 0 | 54 | 0 | 0 |
Compression Joint | linear ft. | 54 | 0 | 0 | 54 | 0 |
Bearings |
Elastomeric Bearing | each | 2 | 2 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 100 | 90 | 0 | 10 | 0 |