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182ND STREET over DOMINGUEZ CHANNEL

Map 

Coordinates:
+33.86833, -118.28833
33°52'06" N, 118°17'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:182ND STREET over DOMINGUEZ CHANNEL
Structure number:53C1261
Location:0.45 M W/O FWY 110
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:76.8 ft. [23.4 m]
Total length:228.0 ft. [69.5 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:82.0 ft. [25.0 m]
Skew angle:14°
Owner:City or Municipal Highway Agency [04]
Year built:1964
Year reconstructed:1997
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:13,134 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
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:35.6 tons [32.4 metric tons]
Sufficiency rating:96.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201496.2Not deficientGoodGoodSatisfactory13134
April 201296.2Not deficientGoodGoodSatisfactory13134
May 201096.5Not deficientGoodGoodSatisfactory10400
April 200896.5Not deficientGoodGoodSatisfactory10400
September 200496.5Not deficientGoodGoodSatisfactory10400
September 199996.1Not deficientGoodVery GoodGood6400
December 199797.1Not deficientGoodVery GoodGood6400
April 199576.8Functionally obsoleteGoodVery GoodGood6400
January 199376.8Functionally obsoleteVery GoodVery GoodVery Good6400
January 199176.8Functionally obsoleteVery GoodVery GoodVery Good6400