E2-W134 CONNECTOR over ROUTE 2 & CONNECTOR RAMP

Map

Coordinates:
+34.14667, -118.22500
34°08'48" N, 118°13'30" 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:	18.4 ft. `[5.6 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:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
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]`
Operating rating:	46.3 tons `[42.1 metric tons]`
Inventory rating:	35.6 tons `[32.4 metric tons]`
Sufficiency rating:	93.4

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