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BALBOA AVE EB over MURPHY CANYON RD
Map
Coordinates:
+32.82255, -117.11907
32°49'21" N, 117°07'09" W
+32.82255, -117.11907
32°49'21" N, 117°07'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | BALBOA AVE EB over MURPHY CANYON RD |
| Structure number: | 57 0880R |
| Location: | 11-SD-000-0.00-SD |
| Purpose: | Carries highway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 121.1 ft. [36.9 m] |
| Total length: | 125.0 ft. [38.1 m] |
| Roadway width between curbs: | 37.1 ft. [11.3 m] |
| Deck width edge-to-edge: | 40.4 ft. [12.3 m] |
| Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
| Skew angle: | 13° |
| Owner: | State Highway Agency [01] |
| Year built: | 1982 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,700 [as of 2010] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Fair [5 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: | Equal to present minimum criteria [6] |
| Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 94.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2018 | Fair | Fair | Good | Good | 10700 | 94.0 |
| January 2016 | Good | Good | Very Good | Very Good | 10700 | 95.0 |
| January 2014 | Good | Good | Very Good | Good | 10700 | 95.0 |
| February 2012 | Good | Good | Very Good | Good | 10700 | 95.0 |
| February 2010 | Good | Good | Very Good | Good | 10700 | 95.0 |
| March 2009 | Good | Good | Very Good | Good | 10700 | 95.0 |
| March 2007 | Good | Good | Very Good | Good | 10700 | 97.0 |
| January 2006 | Good | Good | Very Good | Good | 10700 | 97.0 |
| December 2001 | Good | Good | Very Good | Good | 10700 | 97.0 |
| July 1999 | Good | Good | Very Good | Good | 10700 | 97.0 |
| August 1997 | Good | Good | Very Good | Good | 10700 | 97.0 |
| July 1995 | Good | Very Good | Very Good | Very Good | 11800 | 97.1 |
| February 1992 | Good | Very Good | Very Good | Very Good | 13100 | 97.0 |
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. | 38 | 38 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 430 | 280 | 150 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 25 | 25 | 0 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 23 | 23 | 0 | 0 | 0 |
| Bearings | ||||||
| Enclosed/Concealed Bearing | each | 2 | 2 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 76 | 76 | 0 | 0 | 0 |
© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1062195
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1062195