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INTERSTATE 10 over FAIRFAX AV,WASHINGTON BL
Map
Coordinates:
+34.03511, -118.36978
34°02'06" N, 118°22'11" W
+34.03511, -118.36978
34°02'06" N, 118°22'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | INTERSTATE 10 over FAIRFAX AV,WASHINGTON BL |
| Structure number: | 53 2792 |
| Location: | 07-LA-010-R9.31-LA |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 122.4 ft. [37.3 m] |
| Total length: | 491.2 ft. [149.7 m] |
| Roadway width between curbs: | 173.6 ft. [52.9 m] |
| Deck width edge-to-edge: | 178.8 ft. [54.5 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 99° |
| Owner: | State Highway Agency [01] |
| Year built: | 1994 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 5 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: August 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 265,000 [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: | Superior to present desirable criteria [9] |
| 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: | 81.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2016 | Good | Good | Good | Good | 265000 | 81.0 |
| August 2014 | Good | Good | Very Good | Very Good | 265000 | 80.0 |
| August 2012 | Good | Good | Very Good | Good | 281400 | 81.0 |
| August 2010 | Good | Good | Very Good | Good | 281400 | 81.0 |
| August 2008 | Good | Good | Very Good | Good | 281400 | 81.0 |
| September 2006 | Good | Good | Very Good | Good | 281400 | 81.0 |
| November 2004 | Good | Good | Very Good | Good | 281400 | 81.0 |
| October 2002 | Good | Good | Very Good | Good | 276000 | 85.0 |
| May 2001 | Good | Good | Very Good | Good | 286800 | 85.0 |
| July 1997 | Good | Good | Very Good | Good | 286800 | 81.0 |
| December 1995 | Good | Excellent | Excellent | Excellent | 289000 | 81.0 |
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. | 300 | 300 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 8,163 | 7,347 | 816 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 38 | 38 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 135 | 135 | 0 | 0 | 0 |
| Steel Pile | each | 1 | 1 | 0 | 0 | 0 |
| Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 135 | 135 | 0 | 0 | 0 |
| Bearings | ||||||
| Enclosed/Concealed Bearing | each | 2 | 2 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 450 | 450 | 0 | 0 | 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/1056060
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1056060