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PARK & RIDE ACCESS over DOMINGUEZ CHANNEL

Map

Coordinates:
+33.87142, -118.29051
33°52'17" N, 118°17'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PARK & RIDE ACCESS over DOMINGUEZ CHANNEL
Structure number:53 2760Y
Location:07-LA-091-6.03-LA
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:37.1 ft. [11.3 m]
Total length:74.2 ft. [22.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:52.8 ft. [16.1 m]
Skew angle:43°
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,500 [as of 2011]
Truck traffic:1% of total traffic
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:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:93.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2015GoodVery GoodVery GoodVery Good450093.8
July 2013FairSatisfactoryGoodGood450093.8
July 2011FairSatisfactoryGoodGood450093.8
July 2009FairSatisfactoryGoodGood450093.8
July 2007GoodGoodGoodGood450093.8
July 2005GoodGoodGoodGood450093.8
October 2003GoodGoodGoodGood450093.8
December 2001GoodGoodGoodGood-94.0
November 1999GoodGoodGoodGood-94.0
May 1997GoodGoodGoodGood-94.0
January 1996GoodVery GoodVery GoodVery Good-94.0