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190TH STREET over DOMINGUEZ CHANNEL

Map

Coordinates:
+33.86152, -118.28427
33°51'41" N, 118°17'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:190TH STREET over DOMINGUEZ CHANNEL
Structure number:53C1263
Location:BTW FIGUEROA ST/VERMNT AV
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:60.0 ft. [18.3 m]
Total length:222.1 ft. [67.7 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:91.9 ft. [28.0 m]
Skew angle:11°
Owner:City or Municipal Highway Agency [04]
Year built:1966
Year reconstructed:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2014

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:35,500 [as of 2005]
Truck traffic:3% 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]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 assessed or calculated scour condition. [5]
Sufficiency rating:84.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2014FairSatisfactoryVery GoodGood3550084.6
April 2012FairSatisfactoryVery GoodGood3550084.6
May 2010FairSatisfactoryVery GoodGood3550084.6
April 2008FairSatisfactoryVery GoodGood3550084.6
January 2006FairSatisfactoryVery GoodGood3550086.7
September 2004FairSatisfactoryVery GoodGood3550086.7
December 2000GoodGoodGoodGood3110087.4
December 1998FairSatisfactoryVery GoodGood3110087.4
November 1996FairSatisfactoryVery GoodGood3110087.4
April 1995FairVery GoodGoodFair3110075.3
January 1993FairVery GoodGoodFair3110075.3
January 1991GoodVery GoodVery GoodVery Good3110087.0