INTERSTATE 10 over FAIRFAX AV,WASHINGTON BL
Map
Coordinates:
+34.03511, -118.3697834°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: September 2018
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 |
---|
September 2018 | Good | Good | Good | Good | 265000 | 81.0 |
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, 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. | 300 | 279 | 21 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 8,163 | 8,163 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 8,012 | 8,012 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 38 | 38 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 135 | 128 | 3 | 4 | 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 |