Share:

S5-W2 CONNECTOR RA over RIVERSIDE DRIVE

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:S5-W2 CONNECTOR RA over RIVERSIDE DRIVE
Structure number:53 0559F
Location:07-LA-005-22.48-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:139.1 ft. [42.4 m]
Total length:604.0 ft. [184.1 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:24.9 ft. [7.6 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:5
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:7,900 [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: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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:97.4 tons [88.5 metric tons]
Inventory rating:58.4 tons [53.1 metric tons]
Sufficiency rating:91.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201491.9Not deficientVery GoodVery GoodVery Good7900
October 201291.9Not deficientGoodGoodGood7900
January 201194.9Not deficientGoodGoodGood7900
October 200894.9Not deficientGoodGoodGood7900
January 200794.9Not deficientGoodGoodGood7900
May 200594.9Not deficientGoodGoodGood7900
May 200394.9Not deficientGoodGoodGood7900
April 200194.9Not deficientGoodGoodGood7900
July 199894.9Not deficientGoodGoodGood7900
October 199496.8Not deficientVery GoodVery GoodVery Good7900
March 198996.3Not deficientVery GoodVery GoodVery Good4500