U.S. HIGHWAY 1 101 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.

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:	15.4 ft. `[4.7 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]`

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

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
April 2016	79.0	Fair	Satisfactory	Very Good	Good	FO	175000
March 2014	74.0	Poor	Serious	Good	Good	SD	175000
March 2012	79.0	Fair	Satisfactory	Good	Good	FO	175000
March 2010	79.0	Fair	Satisfactory	Good	Good	FO	175000
February 2008	78.0	Fair	Fair	Good	Good	FO	132500
February 2006	78.0	Fair	Fair	Good	Good	FO	132500
April 2004	78.0	Fair	Fair	Good	Good	FO	132500
March 2002	78.0	Fair	Fair	Good	Good	FO	136600
April 2000	79.0	Fair	Satisfactory	Good	Good	FO	136600
April 1998	79.0	Fair	Satisfactory	Good	Good	FO	136600
February 1996	83.6	Good	Good	Very Good	Very Good	-	131750
July 1994	83.6	Good	Good	Very Good	Very Good	-	131750
May 1992	83.7	Good	Good	Very Good	Very Good	-	131450