ROUTE 118 over GAYNOR AVENUE
Map
Coordinates:
+34.26591, -118.4804634°15'57" N, 118°28'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ROUTE 118 over GAYNOR AVENUE |
Structure number: | 53 2208 |
Location: | 07-LA-118-R9.33-LA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 113.5 ft. [34.6 m] |
Total length: | 115.8 ft. [35.3 m] |
Roadway width between curbs: | 189.3 ft. [57.7 m] |
Deck width edge-to-edge: | 197.5 ft. [60.2 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 9° |
Owner: | State Highway Agency [01] |
Year built: | 1977 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
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: | 228,000 [as of 2009] |
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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 85.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Good | Good | Good | 228000 | 85.0 |
May 2016 | Good | Good | Good | Very Good | 228000 | 85.0 |
May 2014 | Fair | Satisfactory | Very Good | Good | 228000 | 85.0 |
May 2012 | Good | Good | Very Good | Good | 228000 | 85.0 |
October 2010 | Good | Good | Very Good | Good | 210000 | 85.0 |
May 2008 | Good | Good | Very Good | Good | 210000 | 85.0 |
June 2006 | Good | Good | Very Good | Good | 210000 | 85.0 |
December 2004 | Good | Good | Very Good | Good | 210000 | 85.0 |
January 2003 | Good | Good | Very Good | Good | 175000 | 85.0 |
March 2001 | Good | Good | Very Good | Good | 157800 | 85.2 |
January 1999 | Good | Good | Very Good | Good | 157800 | 85.2 |
January 1997 | Good | Good | Very Good | Good | 178600 | 85.0 |
January 1995 | Good | Very Good | Very Good | Very Good | 178600 | 86.6 |
January 1993 | Good | Very Good | Very Good | Very Good | 174200 | 86.9 |
May 1991 | Good | Very Good | Very Good | Very Good | 174200 | 86.9 |
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 |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 70 | 62 | 8 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,100 | 1,780 | 320 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 118 | 118 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 69 | 57 | 8 | 4 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 70 | 55 | 12 | 3 | 0 |