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ALONDRA BLVD over COMPTON CRK

Map

Coordinates:
+33.88846, -118.22950
33°53'18" N, 118°13'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ALONDRA BLVD over COMPTON CRK
Structure number:53C0460
Location:0.5MI E/O WILMINGTON AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:34.5 ft. [10.5 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1938
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:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:29,362 [as of 2012]
Truck traffic:4% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:66.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,343,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorPoorFairGood2936266.0
April 2015PoorPoorFairGood2936266.0
April 2013PoorSeriousFairSatisfactory2936263.7
April 2011PoorSeriousFairSatisfactory2770066.2
June 2009PoorPoorFairSatisfactory2770068.5
June 2007PoorSeriousFairSatisfactory2770067.4
May 2005FairFairFairSatisfactory2770071.9
June 2003PoorPoorFairSatisfactory2770069.6
March 2001FairSatisfactoryFairSatisfactory1800075.8
March 1998PoorSeriousSeriousSatisfactory1800034.4
February 1996GoodGoodGoodGood1800087.5
January 1994FairGoodSatisfactoryGood1800087.7
January 1992FairGoodSatisfactoryGood1800087.7
February 1990GoodGoodGoodGood1630088.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.232023200
Steel Protective Coatingsq. ft.495000495
Deck
Reinforced Concrete Decksq. ft.5160424920
Substructure
Reinforced Concrete Pier Walllinear ft.2929000
Reinforced Concrete Abutmentlinear ft.5858000
Timber Pileeach11000
Joints
Pourable Jointlinear ft.6300630
Bearings
Movable Bearingeach2002000
Steel Protective Coatingsq. ft.2000020
Fixed Bearingeach2002000
Steel Protective Coatingsq. ft.2000020
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.461211230