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PARK & RIDE ACCESS over DOMINGUEZ CHANNEL

Map 

Coordinates:
+33.85500, -118.28833
33°51'18" N, 118°17'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201593.8Functionally obsoleteVery GoodVery GoodVery Good4500
July 201393.8Functionally obsoleteSatisfactoryGoodGood4500
July 201193.8Functionally obsoleteSatisfactoryGoodGood4500
July 200993.8Functionally obsoleteSatisfactoryGoodGood4500
July 200793.8Functionally obsoleteGoodGoodGood4500
July 200593.8Functionally obsoleteGoodGoodGood4500
October 200393.8Functionally obsoleteGoodGoodGood4500
December 200194.0Not deficientGoodGoodGood-
November 199994.0Not deficientGoodGoodGood-
May 199794.0Not deficientGoodGoodGood-
January 199694.0Not deficientVery GoodVery GoodVery Good-