W50-N51 CONNECTOR over ALHAMBRA BLVD
Map
Coordinates:
+38.56000, -121.4700038°33'36" N, 121°28'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | W50-N51 CONNECTOR over ALHAMBRA BLVD |
Structure number: | 24 0227F |
Location: | 03-SAC-050-R0.14-SAC |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 120.1 ft. [36.6 m] |
Total length: | 123.0 ft. [37.5 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Vertical clearance below bridge: | 15.1 ft. [4.6 m] |
Skew angle: | 14° |
Owner: | State Highway Agency [01] |
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] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 18,100 [as of 1998] |
Truck traffic: | 8% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 101.2 tons [92.0 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
Sufficiency rating: | 93.5 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
October 2015 | 93.5 | Good | Very Good | Very Good | Very Good | - | 18100 |
October 2013 | 93.5 | Good | Good | Very Good | Good | - | 18100 |
October 2011 | 93.5 | Good | Good | Very Good | Good | - | 18100 |
October 2009 | 93.5 | Good | Good | Very Good | Good | - | 18100 |
October 2007 | 93.5 | Good | Good | Very Good | Good | - | 18100 |
October 2005 | 93.5 | Good | Good | Very Good | Good | - | 18100 |
November 2004 | 93.5 | Good | Good | Very Good | Good | - | 18100 |
October 2001 | 93.5 | Good | Good | Very Good | Good | - | 18100 |
January 1997 | 93.5 | Good | Good | Very Good | Good | - | 18100 |
November 1994 | 93.3 | Fair | Good | Satisfactory | Very Good | - | 18100 |
December 1992 | 93.9 | Fair | Good | Satisfactory | Very Good | - | 14200 |
December 1990 | 82.6 | Fair | Good | Fair | Very Good | - | 14200 |