U.S. HIGHWAY 1 101 over VIRGIL AVE
Map
Coordinates:
+34.07816, -118.2865234°04'41" N, 118°17'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | U.S. HIGHWAY 1 101 over VIRGIL AVE |
Structure number: | 53 0611L |
Location: | 07-LA-101-4.08-LA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 70.9 ft. [21.6 m] |
Total length: | 174.9 ft. [53.3 m] |
Roadway width between curbs: | 67.3 ft. [20.5 m] |
Deck width edge-to-edge: | 71.5 ft. [21.8 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 6° |
Owner: | State Highway Agency [01] |
Year built: | 1949 |
Year reconstructed: | 1963 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 175,000 [as of 2011] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 70.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,920,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Fair | Good | Good | 175000 | 70.9 |
April 2016 | Fair | Satisfactory | Very Good | Good | 175000 | 79.0 |
March 2014 | Poor | Serious | Good | Good | 175000 | 74.0 |
March 2012 | Fair | Satisfactory | Good | Good | 175000 | 79.0 |
March 2010 | Fair | Satisfactory | Good | Good | 175000 | 79.0 |
February 2008 | Fair | Fair | Good | Good | 132500 | 78.0 |
February 2006 | Fair | Fair | Good | Good | 132500 | 78.0 |
April 2004 | Fair | Fair | Good | Good | 132500 | 78.0 |
March 2002 | Fair | Fair | Good | Good | 136600 | 78.0 |
April 2000 | Fair | Satisfactory | Good | Good | 136600 | 79.0 |
April 1998 | Fair | Satisfactory | Good | Good | 136600 | 79.0 |
February 1996 | Good | Good | Very Good | Very Good | 131750 | 83.6 |
July 1994 | Good | Good | Very Good | Very Good | 131750 | 83.6 |
May 1992 | Good | Good | Very Good | Very Good | 131450 | 83.7 |
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 Girder/Beam | linear ft. | 583 | 583 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,140 | 0 | 1,140 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 44 | 39 | 5 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 142 | 0 | 0 | 142 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 65 | 65 | 0 | 0 | 0 |