+34.32333, -118.47000
34°19'24" N, 118°28'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 210 EB over GLENOAKS BLVD
Structure number:53 1951R
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:131.9 ft. [40.2 m]
Total length:133.9 ft. [40.8 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Vertical clearance below bridge:19.4 ft. [5.9 m]
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:38,000 [as of 2009]
Truck traffic:8% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:85.1 tons [77.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:91.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201491.3Not deficientGoodVery GoodGood38000
July 201291.3Not deficientGoodVery GoodGood38000
January 201191.2Not deficientGoodVery GoodGood39000
July 200891.2Not deficientGoodVery GoodGood39000
November 200691.2Not deficientGoodVery GoodGood39000
October 200491.2Not deficientGoodVery GoodGood39000
October 200293.7Not deficientGoodVery GoodGood33500
November 200092.4Not deficientGoodVery GoodGood26900
October 199892.4Not deficientGoodVery GoodGood26900
November 199692.4Not deficientGoodVery GoodGood26800
November 199492.9Not deficientVery GoodVery GoodVery Good26800
November 199293.0Not deficientVery GoodVery GoodVery Good25750
February 199193.0Not deficientVery GoodVery GoodVery Good25750