W94-N805 CONNECTOR over FEDERAL BLVD
Map
Coordinates:
+32.72086, -117.1016532°43'15" N, 117°06'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | W94-N805 CONNECTOR over FEDERAL BLVD |
Structure number: | 57 0667F |
Location: | 11-SD-094-4.15-SD |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 102.0 ft. [31.1 m] |
Total length: | 261.2 ft. [79.6 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1974 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: December 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 26,500 [as of 2009] |
Truck traffic: | 2% 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] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 95.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2016 | Good | Good | Good | Good | 26500 | 95.5 |
December 2014 | Good | Very Good | Very Good | Very Good | 26500 | 96.5 |
December 2012 | Good | Good | Good | Good | 26500 | 96.5 |
March 2011 | Good | Good | Good | Good | 25900 | 96.6 |
January 2009 | Fair | Fair | Good | Good | 25900 | 95.5 |
January 2007 | Fair | Fair | Good | Good | 25900 | 95.5 |
March 2005 | Good | Good | Good | Good | 16800 | 98.4 |
January 2003 | Good | Good | Good | Good | 16800 | 98.4 |
September 2001 | Good | Good | Good | Good | 16800 | 98.4 |
May 1999 | Good | Good | Good | Good | 16800 | 98.4 |
May 1997 | Good | Good | Good | Good | 16800 | 98.4 |
February 1995 | Good | Good | Very Good | Very Good | 16800 | 98.7 |
May 1993 | Good | Good | Very Good | Very Good | 16800 | 98.7 |
December 1990 | Good | Good | Very Good | Very Good | 16800 | 98.7 |
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 Closed Web/Box Girder | linear ft. | 80 | 80 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,018 | 1,003 | 15 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 970 | 970 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 32 | 32 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 28 | 24 | 4 | 0 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 2 | 2 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 159 | 144 | 15 | 0 | 0 |