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190TH STREET over DOMINGUEZ CHANNEL

Map 

Coordinates:
+33.86139, -118.28417
33°51'41" N, 118°17'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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]
Operating rating:74.5 tons [67.7 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:84.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201484.6Not deficientSatisfactoryVery GoodGood35500
April 201284.6Not deficientSatisfactoryVery GoodGood35500
May 201084.6Not deficientSatisfactoryVery GoodGood35500
April 200884.6Not deficientSatisfactoryVery GoodGood35500
January 200686.7Not deficientSatisfactoryVery GoodGood35500
September 200486.7Not deficientSatisfactoryVery GoodGood35500
December 200087.4Not deficientGoodGoodGood31100
December 199887.4Not deficientSatisfactoryVery GoodGood31100
November 199687.4Not deficientSatisfactoryVery GoodGood31100
April 199575.3Not deficientVery GoodGoodFair31100
January 199375.3Not deficientVery GoodGoodFair31100
January 199187.0Not deficientVery GoodVery GoodVery Good31100