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STA RTE 2 over RIPPLE STREET

Map 

Coordinates:
+34.10500, -118.24833
34°06'18" N, 118°14'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STA RTE 2 over RIPPLE STREET
Structure number:53 0283F
Location:07-LA-002-15.44-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:53.2 ft. [16.2 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1961
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:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:5,600 [as of 2014]
Truck traffic:5% 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:Equal to present minimum criteria [6]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:48.8 tons [44.4 metric tons]
Inventory rating:37.7 tons [34.3 metric tons]
Sufficiency rating:99.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201599.5Not deficientVery GoodVery GoodVery Good5600
November 201398.5Not deficientFairGoodGood5600
November 201198.5Not deficientFairGoodGood5600
November 200999.5Not deficientGoodGoodGood5600
March 200899.5Not deficientGoodGoodGood5600
September 200699.5Not deficientGoodGoodGood5600
July 200499.5Not deficientGoodGoodGood5600
August 200299.5Not deficientGoodGoodGood5600
August 200098.5Not deficientGoodGoodGood5600
July 199898.5Not deficientGoodGoodGood5600
July 199698.6Not deficientVery GoodVery GoodVery Good5600
September 199498.6Not deficientVery GoodVery GoodVery Good5100
June 199298.6Not deficientVery GoodVery GoodVery Good5100