STATE ROUTE 170 over VICTORY BLVD
Map
Coordinates:
+34.18647, -118.4007834°11'11" N, 118°24'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STATE ROUTE 170 over VICTORY BLVD |
Structure number: | 53 1687S |
Location: | 07-LA-170-R17.25-LA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 55.1 ft. [16.8 m] |
Total length: | 168.0 ft. [51.2 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 23° |
Owner: | State Highway Agency [01] |
Year built: | 1966 |
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: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,500 [as of 2009] |
Truck traffic: | 5% 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: | Basically intolerable requiring high priority of replacement [2] |
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: | 87.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Good | Good | Good | 1500 | 87.3 |
April 2014 | Good | Good | Good | Good | 1500 | 87.3 |
September 2010 | Fair | Satisfactory | Good | Good | 1500 | 87.3 |
April 2008 | Fair | Satisfactory | Good | Good | 1500 | 87.3 |
May 2006 | Fair | Satisfactory | Good | Good | 1500 | 87.3 |
January 2004 | Fair | Satisfactory | Good | Good | 1500 | 87.3 |
November 2001 | Fair | Satisfactory | Good | Good | 1500 | 87.5 |
January 1997 | Fair | Fair | Good | Good | 1500 | 86.5 |
January 1996 | Good | Good | Very Good | Very Good | 1500 | 87.5 |
December 1993 | Good | Good | Very Good | Very Good | 1500 | 87.5 |
April 1992 | Good | Good | Very Good | Very Good | 1500 | 87.5 |
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. | 51 | 51 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 450 | 450 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 450 | 450 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 1 | 1 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 22 | 22 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 22 | 22 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 114 | 114 | 0 | 0 | 0 |