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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: March 2014 

Status:Open, no restriction [A]
Average daily traffic:175,000 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Serious [3 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: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]
Evaluation:Structurally deficient [1]
Sufficiency rating:59.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,691,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201459.0Structurally deficientSeriousGoodGood175000
March 201261.0Structurally deficientPoorGoodGood175000
March 201061.0Structurally deficientPoorGoodGood175000
February 200861.0Structurally deficientPoorGoodGood132500
February 200661.0Structurally deficientPoorGoodGood132500
April 200464.0Functionally obsoleteGoodGoodGood132500
March 200261.0Functionally obsoleteGoodGoodGood136600
April 200061.0Functionally obsoleteSatisfactoryGoodGood136600
April 199861.0Functionally obsoleteSatisfactoryGoodGood136600
February 199661.0Functionally obsoleteGoodVery GoodVery Good131750
July 199461.0Functionally obsoleteGoodVery GoodVery Good131750
May 199261.0Functionally obsoleteGoodVery GoodVery Good131450