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E2-N5 CONNECTOR RA over RIVERSIDE DR

Map 

Coordinates:
+34.10000, -118.24833
34°06'00" N, 118°14'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E2-N5 CONNECTOR RA over RIVERSIDE DR
Structure number:53 0567G
Location:07-LA-002-14.96-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:109.9 ft. [33.5 m]
Total length:503.0 ft. [153.3 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1961
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:5
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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:6,900 [as of 2014]
Truck traffic:5% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:56.3 tons [51.2 metric tons]
Inventory rating:43.5 tons [39.5 metric tons]
Sufficiency rating:94.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201594.0Not deficientVery GoodVery GoodVery Good6900
November 201394.0Not deficientGoodGoodGood6900
October 201194.0Not deficientSatisfactoryGoodGood6900
October 200993.0Not deficientFairGoodGood6900
March 200893.0Not deficientFairGoodGood6900
August 200693.0Not deficientFairGoodGood6900
July 200494.0Not deficientSatisfactoryGoodGood6900
August 200294.0Not deficientSatisfactoryGoodGood6900
October 200094.0Not deficientSatisfactoryGoodGood6900
July 199890.9Functionally obsoleteSatisfactoryGoodGood6900
July 199690.9Functionally obsoleteVery GoodVery GoodVery Good6900
September 199491.1Functionally obsoleteVery GoodVery GoodVery Good5400
June 199291.1Functionally obsoleteVery GoodVery GoodVery Good5400