E2-S5 CONNECTOR RA over RIVERSIDE DR,S5-OFF-RAMP
Map
Coordinates:
+34.09958, -118.2504734°05'58" N, 118°15'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | E2-S5 CONNECTOR RA over RIVERSIDE DR,S5-OFF-RAMP |
Structure number: | 53 0570G |
Location: | 07-LA-002-14.95-LA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 97.1 ft. [29.6 m] |
Total length: | 387.2 ft. [118.0 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
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: | 5 |
Main spans material: | Concrete continuous [2] |
Main spans 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: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,600 [as of 2014] |
Truck traffic: | 4% 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: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Good | 1600 | 97.5 |
November 2015 | Good | Very Good | Very Good | Very Good | 1600 | 98.5 |
November 2013 | Good | Good | Good | Good | 1600 | 98.5 |
October 2011 | Fair | Fair | Good | Good | 1600 | 98.9 |
October 2009 | Fair | Fair | Good | Good | 1600 | 98.9 |
March 2008 | Fair | Satisfactory | Good | Good | 1600 | 99.9 |
August 2006 | Fair | Satisfactory | Good | Good | 1600 | 99.9 |
July 2004 | Fair | Satisfactory | Good | Good | 1600 | 99.9 |
August 2002 | Fair | Satisfactory | Good | Good | 1600 | 99.9 |
October 2000 | Fair | Satisfactory | Good | Good | 1600 | 99.9 |
July 1998 | Fair | Satisfactory | Good | Good | 1600 | 99.9 |
July 1996 | Good | Very Good | Very Good | Very Good | 1600 | 99.9 |
September 1994 | Good | Very Good | Very Good | Very Good | 1550 | 99.9 |
June 1992 | Good | Very Good | Very Good | Very Good | 1550 | 99.9 |
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 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 118 | 118 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,410 | 1,410 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 1,410 | 1,410 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 22 | 22 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 20 | 20 | 0 | 0 | 0 |
Compression Joint | linear ft. | 12 | 12 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 13 | 13 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 13 | 13 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 123 | 123 | 0 | 0 | 0 |