+34.08000, -118.28667
34°04'48" N, 118°17'12" W
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
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:15.4 ft. [4.7 m]
Skew angle:
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: 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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Operating rating:88.8 tons [80.7 metric tons]
Inventory rating:53.5 tons [48.6 metric tons]
Sufficiency rating:79.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,920,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201679.0FairSatisfactoryVery GoodGoodFO175000
March 201474.0PoorSeriousGoodGoodSD175000
March 201279.0FairSatisfactoryGoodGoodFO175000
March 201079.0FairSatisfactoryGoodGoodFO175000
February 200878.0FairFairGoodGoodFO132500
February 200678.0FairFairGoodGoodFO132500
April 200478.0FairFairGoodGoodFO132500
March 200278.0FairFairGoodGoodFO136600
April 200079.0FairSatisfactoryGoodGoodFO136600
April 199879.0FairSatisfactoryGoodGoodFO136600
February 199683.6GoodGoodVery GoodVery Good-131750
July 199483.6GoodGoodVery GoodVery Good-131750
May 199283.7GoodGoodVery GoodVery Good-131450