STATE ROUTE 110 over 9TH STREET
Map
Coordinates:
+34.04770, -118.2664834°02'52" N, 118°15'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STATE ROUTE 110 over 9TH STREET |
Structure number: | 53 0752 |
Location: | 07-LA-110-22.27-LA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 88.9 ft. [27.1 m] |
Total length: | 92.9 ft. [28.3 m] |
Roadway width between curbs: | 158.1 ft. [48.2 m] |
Deck width edge-to-edge: | 177.8 ft. [54.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 26° |
Owner: | State Highway Agency [01] |
Year built: | 1953 |
Year reconstructed: | 2012 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Concrete [1] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 270,000 [as of 2018] |
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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 79.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Good | 270000 | 79.0 |
October 2016 | Good | Good | Good | Good | 270000 | 79.0 |
November 2014 | Good | Very Good | Very Good | Very Good | 270000 | 79.0 |
November 2012 | Fair | Fair | Good | Good | 270000 | 78.0 |
November 2010 | Fair | Fair | Good | Good | 289000 | 78.0 |
November 2008 | Good | Good | Good | Good | 289000 | 79.0 |
February 2007 | Good | Good | Good | Good | 289000 | 79.0 |
October 2005 | Good | Good | Good | Good | 289000 | 79.0 |
June 2003 | Fair | Satisfactory | Good | Good | 311000 | 79.0 |
August 2001 | Fair | Satisfactory | Good | Good | 272100 | 79.0 |
July 1999 | Fair | Satisfactory | Good | Good | 272100 | 76.0 |
March 1997 | Fair | Satisfactory | Good | Good | 274800 | 76.0 |
June 1993 | Good | Very Good | Very Good | Very Good | 283800 | 76.0 |
November 1990 | Good | Very Good | Very Good | Very Good | 283800 | 76.0 |
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. | 85 | 85 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,540 | 1,540 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 1,510 | 1,510 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 121 | 121 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 122 | 122 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 90 | 90 | 0 | 0 | 0 |