+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: March 2014 

Status:Open, no restriction [A]
Average daily traffic:5,500 [as of 2011]
Truck traffic:1% 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: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. ratingEvaluationDeckSuper.Sub.ADT
March 201494.5Not deficientGoodGoodGood5500
March 201294.5Not deficientGoodGoodGood5500
June 201094.5Not deficientGoodGoodGood5500
March 200894.5Not deficientGoodGoodGood5000
March 200694.5Not deficientGoodGoodGood5000
March 200294.5Not deficientGoodGoodGood5000
April 200094.5Not deficientGoodGoodGood5000
February 199696.6Not deficientVery GoodVery GoodVery Good5000
August 199496.6Not deficientVery GoodVery GoodVery Good5000
May 199297.6Not deficientVery GoodVery GoodVery Good5000