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S110-E105 CONNECTR over I 110,BUS,HOV,N110-W105

Map 

Coordinates:
+33.93000, -118.28000
33°55'48" N, 118°16'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S110-E105 CONNECTR over I 110,BUS,HOV,N110-W105
Structure number:53 2406F
Location:07-LA-110-13.90-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:178.8 ft. [54.5 m]
Total length:782.2 ft. [238.4 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:30,000 [as of 2014]
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:Equal to present desirable criteria [8]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:93.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201493.1Not deficientVery GoodVery GoodVery Good30000
July 201293.1Not deficientGoodVery GoodGood30000
August 201093.1Not deficientGoodVery GoodGood30000
September 200893.1Not deficientGoodVery GoodGood30000
November 200693.1Not deficientGoodVery GoodGood30000
May 200593.1Not deficientGoodVery GoodGood30000
April 200398.0Not deficientGoodVery GoodGood-
April 200196.0Not deficientGoodVery GoodGood-
August 200096.0Not deficientGoodVery GoodGood-
20000.0Not applicable----
January 199996.0Not deficientGoodVery GoodGood-