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I 210 over BIG TUJUNGA WASH

Map 

Coordinates:
+34.27167, -118.35667
34°16'18" N, 118°21'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 210 over BIG TUJUNGA WASH
Structure number:53 2249
Location:07-LA-210-R9.89-LA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:124.0 ft. [37.8 m]
Total length:1303.2 ft. [397.2 m]
Roadway width between curbs:142.4 ft. [43.4 m]
Deck width edge-to-edge:148.0 ft. [45.1 m]
Skew angle:57°
Owner:State Highway Agency [01]
Year built:1980
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:11
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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:113,000 [as of 2009]
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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:67.3 tons [61.2 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201485.0Not deficientVery GoodVery GoodVery Good113000
September 201282.0Structurally deficientPoorGoodGood113000
February 201182.0Structurally deficientPoorGoodGood108000
September 200882.0Structurally deficientPoorGoodGood108000
December 200685.0Not deficientSatisfactoryGoodGood108000
October 200485.0Not deficientSatisfactoryGoodGood108000
October 200285.4Not deficientSatisfactoryGoodGood104000
November 200086.5Not deficientSatisfactoryGoodGood81500
November 199886.5Not deficientSatisfactoryGoodGood81500
December 199686.3Not deficientSatisfactoryGoodGood83200
November 199485.5Not deficientVery GoodVery GoodVery Good83200
November 199285.9Not deficientVery GoodVery GoodVery Good80500
March 199185.9Not deficientVery GoodVery GoodVery Good80500