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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.

Facts 

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:
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]

Latest Available Inspection: December 2015 

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

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201593.4GoodVery GoodVery GoodVery GoodFO6000
December 201393.4GoodGoodGoodGoodFO6000
December 201192.4FairFairGoodGoodFO6000
December 200993.4FairSatisfactoryGoodGoodFO6000
April 200893.4FairSatisfactoryGoodGoodFO6000
September 200693.4FairSatisfactoryGoodGoodFO6000
July 200493.4FairSatisfactoryGoodGoodFO6000
September 200293.4FairSatisfactoryGoodGoodFO6000
October 200092.4FairFairGoodGoodFO6000
July 199893.4FairSatisfactoryGoodGoodFO6000
August 199695.5GoodVery GoodVery GoodVery GoodFO6000
September 199495.5GoodVery GoodVery GoodVery GoodFO6000
June 199295.5GoodVery GoodVery GoodVery GoodFO6000