+34.30833, -118.42667
34°18'30" N, 118°25'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:HUBBARD ST over ROUTE 210
Structure number:53 1928
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:104.0 ft. [31.7 m]
Total length:203.1 ft. [61.9 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Skew angle:
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]
Number of main spans:2
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: August 2014 

Status:Open, no restriction [A]
Average daily traffic:15,400 [as of 1998]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:50.9 tons [46.3 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:93.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201493.5Not deficientGoodGoodVery Good15400
August 201293.5Not deficientGoodGoodGood15400
August 201093.5Not deficientGoodGoodGood15400
August 200893.5Not deficientGoodGoodGood15400
November 200693.5Not deficientGoodGoodGood15400
October 200493.5Not deficientGoodGoodGood15400
October 200293.5Not deficientGoodGoodGood15400
November 200093.5Not deficientGoodGoodGood15400
October 199893.5Not deficientGoodGoodGood15400
November 199693.5Not deficientGoodGoodGood15400
November 199494.8Not deficientVery GoodVery GoodVery Good15400
November 199294.8Not deficientVery GoodVery GoodVery Good15400
February 199194.8Not deficientVery GoodVery GoodVery Good15400