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ALONDRA BLVD over LOS ANGELES RIV

Map

Coordinates:
+33.88895, -118.18821
33°53'20" N, 118°11'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ALONDRA BLVD over LOS ANGELES RIV
Structure number:53C0031
Location:0.1MI E/O I-710 FWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:78.1 ft. [23.8 m]
Total length:428.8 ft. [130.7 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:92.2 ft. [28.1 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1958
Year reconstructed:1971
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:6
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:27,756 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:74.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$6,228,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018PoorPoorGoodSatisfactory2775674.0
August 2016PoorPoorGoodSatisfactory2775674.6
August 2014PoorPoorGoodSatisfactory2775674.4
August 2012PoorSeriousGoodSatisfactory2618588.1
August 2010FairFairGoodSatisfactory2618592.3
August 2008FairSatisfactoryGoodSatisfactory2618593.3
August 2006FairSatisfactoryGoodSatisfactory2618593.3
August 2004FairSatisfactoryGoodSatisfactory2618593.3
June 2003FairSatisfactoryGoodSatisfactory2618593.3
April 2001FairSatisfactoryGoodSatisfactory2800093.1
March 1998PoorPoorGoodGood2800089.9
January 1996FairFairGoodGood2800092.0
December 1994FairSatisfactoryGoodGood2800092.8
December 1991FairSatisfactoryGoodGood2800092.8
December 1989FairSatisfactoryGoodGood1810093.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,4321,432000
Deck
Reinforced Concrete Top Flangesq. ft.3,6601292,6099220
Substructure
Reinforced Concrete Pier Walllinear ft.142141010
Reinforced Concrete Abutmentlinear ft.5858000
Reinforced Concrete Pileeach11000
Joints
Pourable Jointlinear ft.131001310
Other Jointlinear ft.6262000
Bearings
Movable Bearingeach2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2622158390
Steel Protective Coatingsq. ft.3900390