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LA CIENEGA BLVD over BALLONA CREEK

Map

Coordinates:
+34.03309, -118.37504
34°01'59" N, 118°22'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LA CIENEGA BLVD over BALLONA CREEK
Structure number:53C1220
Location:WASHNTON BL/VENICE BL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:88.9 ft. [27.1 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:99.1 ft. [30.2 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1937
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:42,792 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:72.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018GoodGoodGoodGood4279272.8
June 2014FairSatisfactorySatisfactorySatisfactory4279272.8
June 2012FairSatisfactorySatisfactorySatisfactory4279272.8
October 2010FairFairSatisfactoryGood4400071.6
June 2008FairFairSatisfactoryGood4400071.6
February 2007FairFairSatisfactoryGood4400071.6
January 2006FairSatisfactorySatisfactoryGood4400072.7
May 2001GoodGoodGoodVery Good3940073.2
May 1999FairSatisfactorySatisfactoryGood3940073.2
May 1997FairSatisfactorySatisfactoryGood3940073.2
December 1995FairSatisfactorySatisfactoryGood3940073.2
October 1993GoodGoodVery GoodVery Good3940074.2
October 1991GoodGoodVery GoodVery Good3940074.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.220220000
Steel Protective Coatingsq. ft.5400500400
Deck
Reinforced Concrete Decksq. ft.8398230160
Wearing Surfacessq. ft.590590000
Superstructure
Steel Floor Beamlinear ft.508508000
Steel Protective Coatingsq. ft.5080458500
Substructure
Reinforced Concrete Abutmentlinear ft.6363000
Reinforced Concrete Pileeach11000
Joints
Pourable Jointlinear ft.4444000
Other Jointlinear ft.2121000
Bridge Rail
Other Material Bridge Raillinear ft.5555000