+34.10667, -118.32833
34°06'24" N, 118°19'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:STA RTE 101 over HOLLY DR
Structure number:53 1782S
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:63.0 ft. [19.2 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Skew angle:36°
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:1977
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,500 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:79.1 tons [71.9 metric tons]
Inventory rating:47.4 tons [43.1 metric tons]
Sufficiency rating:94.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201694.5GoodVery GoodVery GoodVery Good-5500
March 201494.5GoodGoodGoodGood-5500
March 201294.5GoodGoodGoodGood-5500
June 201094.5GoodGoodGoodGood-5500
March 200894.5GoodGoodGoodGood-5000
March 200694.5GoodGoodGoodGood-5000
March 200294.5GoodGoodGoodGood-5000
April 200094.5GoodGoodGoodGood-5000
February 199696.6GoodVery GoodVery GoodVery Good-5000
August 199496.6GoodVery GoodVery GoodVery Good-5000
May 199297.6GoodVery GoodVery GoodVery Good-5000