Share:

U.S. HIGHWAY 101 over VIRGIL AVE

Map

Coordinates:
+34.08000, -118.28667
34°04'48" N, 118°17'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:U.S. HIGHWAY 101 over VIRGIL AVE
Structure number:53 0611R
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:73.2 ft. [22.3 m]
Total length:178.2 ft. [54.3 m]
Roadway width between curbs:50.2 ft. [15.3 m]
Deck width edge-to-edge:57.7 ft. [17.6 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1949
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: April 2016

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:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Operating rating:83.4 tons [75.8 metric tons]
Inventory rating:50.3 tons [45.7 metric tons]
Sufficiency rating:64.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,691,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201664.0FairSatisfactoryVery GoodVery GoodFO175000
March 201459.0PoorSeriousGoodGoodSD175000
March 201261.0PoorPoorGoodGoodSD175000
March 201061.0PoorPoorGoodGoodSD175000
February 200861.0PoorPoorGoodGoodSD132500
February 200661.0PoorPoorGoodGoodSD132500
April 200464.0GoodGoodGoodGoodFO132500
March 200261.0GoodGoodGoodGoodFO136600
April 200061.0FairSatisfactoryGoodGoodFO136600
April 199861.0FairSatisfactoryGoodGoodFO136600
February 199661.0GoodGoodVery GoodVery GoodFO131750
July 199461.0GoodGoodVery GoodVery GoodFO131750
May 199261.0GoodGoodVery GoodVery GoodFO131450