SOTO STREET over ROUTE 60 WB
Map
Coordinates:
+34.02962, -118.2189134°01'47" N, 118°13'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SOTO STREET over ROUTE 60 WB |
Structure number: | 53 1327L |
Location: | 07-LA-060-0.38-LA |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 78.1 ft. [23.8 m] |
Total length: | 80.1 ft. [24.4 m] |
Roadway width between curbs: | 96.1 ft. [29.3 m] |
Deck width edge-to-edge: | 114.2 ft. [34.8 m] |
Vertical clearance above deck: | 14.8 ft. [4.5 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span 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: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 35,000 [as of 2009] |
Truck traffic: | 3% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 88.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Good | Good | 35000 | 88.5 |
July 2015 | Fair | Satisfactory | Very Good | Very Good | 35000 | 88.5 |
June 2013 | Fair | Fair | Good | Good | 35000 | 87.5 |
June 2011 | Fair | Satisfactory | Good | Good | 35000 | 88.5 |
June 2009 | Fair | Satisfactory | Good | Good | 35000 | 88.5 |
June 2007 | Fair | Satisfactory | Good | Good | 35000 | 88.5 |
February 2005 | Fair | Satisfactory | Good | Good | 35000 | 88.5 |
January 2003 | Fair | Fair | Good | Good | 35000 | 87.5 |
December 2000 | Fair | Satisfactory | Good | Good | 35000 | 88.5 |
July 1998 | Fair | Satisfactory | Good | Good | 35000 | 88.5 |
May 1995 | Good | Very Good | Very Good | Very Good | 35000 | 90.2 |
June 1993 | Good | Very Good | Very Good | Very Good | 35000 | 90.2 |
February 1991 | Good | Very Good | Very Good | Very Good | 35000 | 90.2 |
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. | 24 | 20 | 4 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 849 | 849 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 805 | 805 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 80 | 80 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 50 | 50 | 0 | 0 | 0 |