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MAIN STREET over S101-LOS ANGELES ST OFF

Map 

Coordinates:
+34.05667, -118.23833
34°03'24" N, 118°14'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MAIN STREET over S101-LOS ANGELES ST OFF
Structure number:53 0758
Location:07-LA-101-0.95-LA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:41.0 ft. [12.5 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:170.9 ft. [52.1 m]
Deck width edge-to-edge:184.4 ft. [56.2 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1950
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:Bituminous [6]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:16,000 [as of 2011]
Truck traffic:2% 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:Superior to present desirable criteria [9]
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:92.0 tons [83.6 metric tons]
Inventory rating:55.2 tons [50.2 metric tons]
Sufficiency rating:93.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201593.5Not deficientVery GoodVery GoodVery Good16000
September 201393.5Not deficientGoodGoodGood16000
May 201193.5Not deficientGoodGoodGood16000
May 200993.5Not deficientGoodGoodGood16000
May 200793.5Not deficientGoodGoodGood16000
November 200493.5Not deficientGoodGoodGood16000
February 200293.5Not deficientGoodGoodGood16000
May 199893.5Not deficientGoodGoodGood16000
August 199491.7Functionally obsoleteVery GoodGoodGood16000
July 199291.7Functionally obsoleteVery GoodGoodGood16000