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N5 W2 CONN over E2 N5 CONNECTOR RAMP

Map 

Coordinates:
+34.10333, -118.25000
34°06'12" N, 118°15'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N5 W2 CONN over E2 N5 CONNECTOR RAMP
Structure number:53 0562G
Location:07-LA-005-22.63-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:51.8 ft. [15.8 m]
Total length:142.1 ft. [43.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:99°
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: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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 1998]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:93.1 tons [84.6 metric tons]
Inventory rating:56.0 tons [50.9 metric tons]
Sufficiency rating:95.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201495.9Not deficientVery GoodVery GoodGood1500
January 201195.9Not deficientGoodGoodGood1500
October 200895.9Not deficientGoodGoodGood1500
January 200795.9Not deficientGoodGoodGood1500
May 200595.9Not deficientGoodGoodGood1500
March 200395.9Not deficientGoodGoodGood1500
April 200195.9Not deficientGoodGoodGood1500
June 199996.9Not deficientGoodGoodGood1500
May 199796.9Not deficientGoodGoodGood1500
March 199598.9Not deficientVery GoodVery GoodVery Good1500
February 199398.9Not deficientVery GoodVery GoodVery Good1500
June 199198.9Not deficientVery GoodVery GoodVery Good1500