+34.31667, -118.48667
34°19'00" N, 118°29'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 210 WB over FOOTHILL BLVD
Structure number:53 2016L
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:90.9 ft. [27.7 m]
Total length:256.9 ft. [78.3 m]
Roadway width between curbs:63.0 ft. [19.2 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:54°
Owner:State Highway Agency [01]
Year built:1971
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:4
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: 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:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:81.3 tons [73.9 metric tons]
Inventory rating:48.8 tons [44.4 metric tons]
Sufficiency rating:92.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201492.4Not deficientGoodGoodGood38000
July 201291.3Not deficientFairGoodGood38000
January 201191.2Not deficientFairGoodGood39000
July 200892.3Not deficientSatisfactoryGoodGood39000
November 200692.3Not deficientGoodGoodGood39000
October 200492.3Not deficientGoodGoodGood39000
October 200294.8Not deficientGoodGoodGood33500
November 200093.4Not deficientGoodGoodGood26900
October 199893.4Not deficientGoodGoodGood26900
November 199693.4Not deficientGoodGoodGood26800
November 199493.9Not deficientVery GoodVery GoodVery Good26800
November 199294.0Not deficientVery GoodVery GoodVery Good25750
February 199194.0Not deficientVery GoodVery GoodVery Good25750