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E2-S5 CONNECTOR RA over RIVERSIDE DR,S5-OFF-RAMP

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-S5 CONNECTOR RA over RIVERSIDE DR,S5-OFF-RAMP
Structure number:53 0570G
Location:07-LA-002-14.95-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:97.1 ft. [29.6 m]
Total length:387.2 ft. [118.0 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Vertical clearance below bridge:15.7 ft. [4.8 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:1,600 [as of 2014]
Truck traffic:4% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:42.8 tons [38.9 metric tons]
Inventory rating:32.8 tons [29.8 metric tons]
Sufficiency rating:98.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201598.5Not deficientVery GoodVery GoodVery Good1600
November 201398.5Not deficientGoodGoodGood1600
October 201198.9Not deficientFairGoodGood1600
October 200998.9Not deficientFairGoodGood1600
March 200899.9Not deficientSatisfactoryGoodGood1600
August 200699.9Not deficientSatisfactoryGoodGood1600
July 200499.9Not deficientSatisfactoryGoodGood1600
August 200299.9Not deficientSatisfactoryGoodGood1600
October 200099.9Not deficientSatisfactoryGoodGood1600
July 199899.9Not deficientSatisfactoryGoodGood1600
July 199699.9Not deficientVery GoodVery GoodVery Good1600
September 199499.9Not deficientVery GoodVery GoodVery Good1550
June 199299.9Not deficientVery GoodVery GoodVery Good1550