+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 EB over FOOTHILL BLVD
Structure number:53 2016R
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:103.0 ft. [31.4 m]
Total length:283.2 ft. [86.3 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:15.4 ft. [4.7 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: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: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:61.7 tons [56.1 metric tons]
Inventory rating:37.1 tons [33.7 metric tons]
Sufficiency rating:92.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201492.4Not deficientGoodVery GoodGood38000
July 201292.4Not deficientGoodGoodGood38000
January 201192.3Not deficientSatisfactoryGoodGood39000
July 200892.3Not deficientSatisfactoryGoodGood39000
November 200692.3Not deficientSatisfactoryGoodGood39000
October 200492.3Not deficientSatisfactoryGoodGood39000
October 200294.8Not deficientSatisfactoryGoodGood33500
November 200092.4Not deficientFairGoodGood26900
October 199892.4Not deficientFairGoodGood26900
November 199693.4Not deficientSatisfactoryGoodGood26800
November 199493.9Not deficientVery GoodVery GoodVery Good26800
November 199294.0Not deficientVery GoodVery GoodVery Good25750
February 199194.0Not deficientVery GoodVery GoodVery Good25750