LOS FELIZ BL-N5 ON over I-5
Map
Coordinates:
+34.11869, -118.2706934°07'07" N, 118°16'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOS FELIZ BL-N5 ON over I-5 |
Structure number: | 53 1096S |
Location: | 07-LA-005-24.21-LA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 86.9 ft. [26.5 m] |
Total length: | 282.2 ft. [86.0 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1956 |
Year reconstructed: | 1992 |
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: | 4 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: October 2014
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 14,800 [as of 1998] |
Truck traffic: | 3% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 75.2 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $1,386,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2014 | Good | Very Good | Good | Very Good | 14800 | 75.2 |
October 2012 | Good | Good | Good | Good | 14800 | 75.2 |
January 2011 | Fair | Fair | Good | Good | 14800 | 74.1 |
October 2008 | Fair | Fair | Good | Good | 14800 | 74.1 |
January 2007 | Fair | Satisfactory | Good | Good | 14800 | 75.2 |
May 2005 | Good | Good | Good | Good | 14800 | 75.2 |
March 2003 | Good | Good | Good | Good | 14800 | 75.2 |
April 2001 | Good | Good | Good | Good | 14800 | 75.2 |
June 1999 | Good | Good | Good | Good | 14800 | 75.2 |
May 1997 | Good | Good | Good | Good | 14800 | 75.2 |
March 1995 | Good | Good | Very Good | Very Good | 14700 | 74.5 |
February 1993 | Good | Good | Very Good | Very Good | 14700 | 74.5 |
August 1991 | Good | Good | Very Good | Very Good | 14700 | 74.5 |
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. | 86 | 82 | 4 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 730 | 727 | 3 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 730 | 730 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 3 | 3 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 20 | 20 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 34 | 34 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 10 | 10 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2 | 2 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 172 | 172 | 0 | 0 | 0 |