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US 101 SB over FIGUEROA STREET

Map 

Coordinates:
+34.06167, -118.24667
34°03'42" N, 118°14'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 101 SB over FIGUEROA STREET
Structure number:53 0623L
Location:07-LA-101-1.45-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:127.0 ft. [38.7 m]
Total length:314.0 ft. [95.7 m]
Roadway width between curbs:46.9 ft. [14.3 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Vertical clearance below bridge:40.0 ft. [12.2 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1949
Historic significance:Bridge is not eligible for the National Register of Historic Places [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]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:175,000 [as of 2011]
Truck traffic:8% 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:Basically intolerable requiring high priority of replacement [2]
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:97.1 tons [88.3 metric tons]
Inventory rating:58.9 tons [53.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:65.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,652,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201565.0Functionally obsoleteVery GoodVery GoodVery Good175000
September 201365.0Functionally obsoleteGoodGoodGood175000
May 201165.0Functionally obsoleteGoodGoodGood175000
May 200965.0Functionally obsoleteGoodGoodGood108500
May 200765.0Functionally obsoleteGoodGoodGood108500
November 200465.0Functionally obsoleteGoodGoodGood108500
February 200265.0Functionally obsoleteGoodGoodGood112650
June 199865.0Functionally obsoleteGoodGoodGood112650
April 199765.0Functionally obsoleteGoodGoodGood112650
August 199465.0Functionally obsoleteGoodGoodGood113200
August 199265.0Functionally obsoleteGoodGoodGood111350