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W91-N110 CONNECTOR over FIGUEROA STREET

Map 

Coordinates:
+33.87333, -118.28167
33°52'24" N, 118°16'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W91-N110 CONNECTOR over FIGUEROA STREET
Structure number:53 2664F
Location:07-LA-091-R6.51-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:178.2 ft. [54.3 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:35.4 ft. [10.8 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Vertical clearance below bridge:19.4 ft. [5.9 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:40,000 [as of 2011]
Truck traffic:2% of total traffic
Deck condition:Good [7 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:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201594.2Not deficientGoodVery GoodVery Good40000
July 201394.2Not deficientSatisfactoryVery GoodGood40000
July 201194.2Not deficientGoodVery GoodGood40000
July 200994.2Not deficientGoodVery GoodGood40000
July 200794.2Not deficientGoodVery GoodGood40000
July 200594.2Not deficientGoodVery GoodGood40000
October 200394.2Not deficientGoodVery GoodGood40000
December 200194.2Not deficientGoodVery GoodGood40000
November 199995.2Not deficientGoodVery GoodGood40000
June 199795.2Not deficientGoodVery GoodGood40000
July 199396.0Not deficientExcellentExcellentExcellent40000
January 199196.0Not deficientExcellentExcellentExcellent40000