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W105 & LRT over I 110,BROADWAY,FIGUEROA

Map 

Coordinates:
+33.92833, -118.28000
33°55'42" N, 118°16'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W105 & LRT over I 110,BROADWAY,FIGUEROA
Structure number:53 2405L
Location:07-LA-105-R7.26-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:170.0 ft. [51.8 m]
Total length:1536.2 ft. [468.2 m]
Roadway width between curbs:72.2 ft. [22.0 m]
Deck width edge-to-edge:90.9 ft. [27.7 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:17.1 ft. [5.2 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:10
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:110,000 [as of 2009]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:83.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201483.2Not deficientSatisfactoryVery GoodGood110000
April 201281.6Not deficientFairVery GoodGood115000
April 201082.7Not deficientGoodVery GoodGood115000
April 200882.7Not deficientSatisfactoryVery GoodGood115000
April 200682.7Not deficientGoodVery GoodGood115000
April 200483.7Not deficientGoodVery GoodGood104250
January 200283.7Not deficientGoodVery GoodGood104250
June 200083.7Not deficientGoodVery GoodGood104250
20000.0Not applicable---93700
August 199783.7Not deficientGoodVery GoodGood104250
October 199587.0Not deficientExcellentExcellentExcellent89500