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RAMP/CONNECTOR 110 over DOMINGUEZ CHAN OFF-RAMP

Map

Coordinates:
+33.86219, -118.28559
33°51'44" N, 118°17'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP/CONNECTOR 110 over DOMINGUEZ CHAN OFF-RAMP
Structure number:53 2558K
Location:07-LA-110-9.15-LA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:102.0 ft. [31.1 m]
Total length:308.1 ft. [93.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,560 [as of 2015]
Truck traffic:3% 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:Basically intolerable requiring high priority of replacement [2]
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 assessed or calculated scour condition. [5]
Sufficiency rating:93.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016GoodVery GoodVery GoodVery Good856093.2
May 2014FairFairVery GoodGood856092.2
May 2012FairFairVery GoodGood856092.2
August 2010GoodGoodVery GoodGood856093.2
August 2008GoodGoodVery GoodGood856093.2
June 2007GoodGoodVery GoodGood856093.2
October 2006GoodGoodVery GoodGood856093.2
April 2005GoodGoodVery GoodGood856093.2
March 2003GoodGoodVery GoodGood856093.2
April 2001GoodGoodVery GoodGood856093.2
March 2000GoodGoodVery GoodGood856093.2
September 1998GoodGoodVery GoodGood856093.2
January 1996GoodVery GoodVery GoodVery Good856093.3
April 1993GoodVery GoodVery GoodVery Good856093.3
June 1990GoodVery GoodVery GoodVery Good856093.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.376376000
Deck
Reinforced Concrete Top Flangesq. ft.680680000
Concrete Protective Coatingsq. ft.680680000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.2121000
Reinforced Concrete Pileeach4040000
Reinforced Concrete Pier Caplinear ft.2121000
Joints
Compression Jointlinear ft.1701700
Bearings
Elastomeric Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.209209000