+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:202.8 ft. [61.8 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 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:15,400 [as of 1998]
Truck traffic:3% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:79.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,165,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201679.2PoorPoorFairGoodSD15400
August 201493.5GoodGoodGoodVery Good-15400
August 201293.5GoodGoodGoodGood-15400
August 201093.5GoodGoodGoodGood-15400
August 200893.5GoodGoodGoodGood-15400
November 200693.5GoodGoodGoodGood-15400
October 200493.5GoodGoodGoodGood-15400
October 200293.5GoodGoodGoodGood-15400
November 200093.5GoodGoodGoodGood-15400
October 199893.5GoodGoodGoodGood-15400
November 199693.5GoodGoodGoodGood-15400
November 199494.8GoodVery GoodVery GoodVery Good-15400
November 199294.8GoodVery GoodVery GoodVery Good-15400
February 199194.8GoodVery GoodVery GoodVery Good-15400