E2-W134 CONNECTOR over ROUTE 2 & CONNECTOR RAMP

Map

Coordinates:
+34.14724, -118.22658
34°08'50" N, 118°13'36" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	E2-W134 CONNECTOR over ROUTE 2 & CONNECTOR RAMP
Structure number:	53 1920G
Location:	07-LA-002-R18.82-LA
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	116.1 ft. `[35.4 m]`
Total length:	292.0 ft. `[89.0 m]`
Roadway width between curbs:	32.2 ft. `[9.8 m]`
Deck width edge-to-edge:	34.1 ft. `[10.4 m]`
Vertical clearance above deck:	15.4 ft. `[4.7 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	8°
Owner:	State Highway Agency `[01]`
Year built:	1971
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:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	6,000 `[as of 2014]`
Truck traffic:	2% of total traffic
Deck condition:	Good `[7 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Superior to present desirable criteria `[9]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	93.4

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Good	Good	Good	Good	6000	93.4
December 2015	Good	Very Good	Very Good	Very Good	6000	93.4
December 2013	Good	Good	Good	Good	6000	93.4
December 2011	Fair	Fair	Good	Good	6000	92.4
December 2009	Fair	Satisfactory	Good	Good	6000	93.4
April 2008	Fair	Satisfactory	Good	Good	6000	93.4
September 2006	Fair	Satisfactory	Good	Good	6000	93.4
July 2004	Fair	Satisfactory	Good	Good	6000	93.4
September 2002	Fair	Satisfactory	Good	Good	6000	93.4
October 2000	Fair	Fair	Good	Good	6000	92.4
July 1998	Fair	Satisfactory	Good	Good	6000	93.4
August 1996	Good	Very Good	Very Good	Very Good	6000	95.5
September 1994	Good	Very Good	Very Good	Very Good	6000	95.5
June 1992	Good	Very Good	Very Good	Very Good	6000	95.5

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 Closed Web/Box Girder	linear ft.	89	89	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	860	860	0	0	0
Concrete Protective Coating	sq. ft.	860	860	0	0	0
Substructure
Reinforced Concrete Column	each	2	2	0	0	0
Reinforced Concrete Abutment	linear ft.	21	21	0	0	0
Joints
Compression Joint	linear ft.	16	0	16	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	199	199	0	0	0