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E210-W118 CONNECTR over FOOTHILL BLVD

Map 

Coordinates:
+34.28667, -118.40833
34°17'12" N, 118°24'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E210-W118 CONNECTR over FOOTHILL BLVD
Structure number:53 2105G
Location:07-LA-210-R5.96-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:131.9 ft. [40.2 m]
Total length:233.0 ft. [71.0 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:21.3 ft. [6.5 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1975
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]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:18,800 [as of 1998]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Superior to present desirable criteria [9]
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:109.8 tons [99.8 metric tons]
Inventory rating:99.1 tons [90.1 metric tons]
Sufficiency rating:94.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201494.2Not deficientGoodVery GoodVery Good18800
August 201294.2Not deficientSatisfactoryGoodGood18800
August 201094.2Not deficientSatisfactoryGoodGood18800
August 200894.2Not deficientSatisfactoryGoodGood18800
November 200694.2Not deficientSatisfactoryGoodGood18800
October 200494.2Not deficientSatisfactoryGoodGood18800
October 200294.2Not deficientSatisfactoryGoodGood18800
November 200095.2Not deficientFairGoodGood18800
October 199896.2Not deficientSatisfactoryGoodGood18800
December 199698.2Not deficientSatisfactoryGoodGood18800
November 199499.1Not deficientVery GoodVery GoodVery Good12500
November 199299.1Not deficientVery GoodVery GoodVery Good12500
February 199199.1Not deficientVery GoodVery GoodVery Good12500