E2-W134 CONNECTOR over ROUTE 2 & CONNECTOR RAMP
Map
Coordinates:
+34.14724, -118.2265834°08'50" N, 118°13'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | E2-W134 CONNECTOR over ROUTE 2 & CONNECTOR RAMP |
Structure number: | 53 1920G |
Location: | 07-LA-002-R18.82-LA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 116.1 ft. [35.4 m] |
Total length: | 292.0 ft. [89.0 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Vertical clearance above deck: | 15.4 ft. [4.7 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 8° |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
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: | 3 |
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: December 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,000 [as of 2014] |
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: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Good | Good | Good | Good | 6000 | 93.4 |
December 2015 | Good | Very Good | Very Good | Very Good | 6000 | 93.4 |
December 2013 | Good | Good | Good | Good | 6000 | 93.4 |
December 2011 | Fair | Fair | Good | Good | 6000 | 92.4 |
December 2009 | Fair | Satisfactory | Good | Good | 6000 | 93.4 |
April 2008 | Fair | Satisfactory | Good | Good | 6000 | 93.4 |
September 2006 | Fair | Satisfactory | Good | Good | 6000 | 93.4 |
July 2004 | Fair | Satisfactory | Good | Good | 6000 | 93.4 |
September 2002 | Fair | Satisfactory | Good | Good | 6000 | 93.4 |
October 2000 | Fair | Fair | Good | Good | 6000 | 92.4 |
July 1998 | Fair | Satisfactory | Good | Good | 6000 | 93.4 |
August 1996 | Good | Very Good | Very Good | Very Good | 6000 | 95.5 |
September 1994 | Good | Very Good | Very Good | Very Good | 6000 | 95.5 |
June 1992 | Good | Very Good | Very Good | Very Good | 6000 | 95.5 |
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. | 89 | 89 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 860 | 860 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 860 | 860 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 21 | 21 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 16 | 0 | 16 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 199 | 199 | 0 | 0 | 0 |