S5-E210 CONNECTOR over I 5 & CONNECTORS
Map
Coordinates:
+34.31650, -118.4897734°18'59" N, 118°29'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S5-E210 CONNECTOR over I 5 & CONNECTORS |
Structure number: | 53 1985F |
Location: | 07-LA-005-R44.01-LA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 175.5 ft. [53.5 m] |
Total length: | 623.4 ft. [190.0 m] |
Roadway width between curbs: | 63.0 ft. [19.2 m] |
Deck width edge-to-edge: | 65.0 ft. [19.8 m] |
Vertical clearance above deck: | 17.7 ft. [5.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1975 |
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: | 5 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 15,900 [as of 1998] |
Truck traffic: | 5% 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: | Superior to present desirable criteria [9] |
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: | 90.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Fair | Good | Good | 15900 | 90.5 |
February 2015 | Good | Good | Very Good | Very Good | 15900 | 94.5 |
February 2013 | Fair | Satisfactory | Very Good | Good | 15900 | 94.5 |
February 2011 | Fair | Satisfactory | Very Good | Good | 15900 | 94.5 |
February 2009 | Good | Good | Very Good | Good | 15900 | 94.5 |
March 2007 | Good | Good | Very Good | Good | 15900 | 94.5 |
April 2003 | Good | Good | Very Good | Good | 15900 | 94.5 |
June 2001 | Good | Good | Very Good | Good | 15900 | 94.5 |
April 1997 | Good | Good | Very Good | Good | 15900 | 94.5 |
September 1995 | Good | Very Good | Very Good | Very Good | 15401 | 94.8 |
April 1993 | Good | Very Good | Very Good | Very Good | 15401 | 94.8 |
September 1991 | Good | Very Good | Very Good | Very Good | 15401 | 94.8 |
Element Data
Source: National Bridge Elements dataset, 2019 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. | 370 | 310 | 60 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 3,665 | 2,663 | 961 | 41 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 79 | 79 | 0 | 0 | 0 |
Steel Pile | each | 1 | 1 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 38 | 38 | 0 | 0 | 0 |
Compression Joint | linear ft. | 60 | 60 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 16 | 16 | 0 | 0 | 0 |
Enclosed/Concealed Bearing | each | 2 | 2 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 382 | 382 | 0 | 0 | 0 |