U.S. HIGHWAY 1 101 over VIRGIL AVE

Map

Coordinates:
+34.07816, -118.28652
34°04'41" N, 118°17'11" 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:	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]`

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

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

Source: National Bridge Elements dataset, 2018 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