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STATE ROUTE 134 WB over FIGUEROA STREET

Map 

Coordinates:
+34.14333, -118.18333
34°08'36" N, 118°10'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ROUTE 134 WB over FIGUEROA STREET
Structure number:53 2151L
Location:07-LA-134-R11.44-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:99.1 ft. [30.2 m]
Total length:196.9 ft. [60.0 m]
Roadway width between curbs:77.8 ft. [23.7 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1971
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:3
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: January 2016 

Status:Open, no restriction [A]
Average daily traffic:101,000 [as of 2009]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:56.3 tons [51.2 metric tons]
Inventory rating:43.5 tons [39.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,590,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201674.0Functionally obsoleteVery GoodVery GoodGood101000
January 201277.0Functionally obsoleteSatisfactoryGoodGood101000
January 201081.0Functionally obsoleteSatisfactoryGoodGood102500
January 200881.0Functionally obsoleteSatisfactoryGoodGood102500
February 200681.0Functionally obsoleteSatisfactoryGoodGood102500
September 200381.0Functionally obsoleteGoodGoodGood102500
September 200184.0Not deficientGoodGoodGood89650
March 200084.0Not deficientGoodGoodGood89650
October 199784.0Not deficientGoodGoodGood89650
September 199784.0Not deficientGoodGoodGood89650
November 199584.0Not deficientGoodVery GoodVery Good86050
September 199284.0Not deficientGoodVery GoodVery Good87300
November 198981.0Functionally obsoleteVery GoodVery GoodVery Good87300