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ROUTE 118 over GAYNOR AVENUE
Map
Coordinates:
+34.26591, -118.48046
34°15'57" N, 118°28'50" W
+34.26591, -118.48046
34°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: | 113.9 ft. [34.7 m] |
| Total length: | 116.1 ft. [35.4 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: May 2016
| 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: | Very Good [8 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 |
|---|---|---|---|---|---|---|
| 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, 2018 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 | 10 | 2 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 70 | 55 | 12 | 3 | 0 |
© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1055597
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1055597