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CENTINELA AVE over BALLONA CREEK

Map

Coordinates:
+33.98669, -118.41534
33°59'12" N, 118°24'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CENTINELA AVE over BALLONA CREEK
Structure number:53C1121
Location:0.1MI N/O SR90 MARINA FWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:100.1 ft. [30.5 m]
Total length:204.1 ft. [62.2 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:91.9 ft. [28.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1938
Year reconstructed:2000
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:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30,000 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Good [7 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:82.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairGoodFairGood3000082.8
August 2015FairSatisfactoryGoodVery Good3000094.2
August 2013FairFairSatisfactoryGood3000093.2
August 2011FairFairSatisfactoryGood3000093.2
December 2009FairFairSatisfactoryGood3000093.2
August 2007FairFairSatisfactoryGood3000093.2
September 2006FairSatisfactoryGoodGood3000094.2
November 2004FairSatisfactoryGoodGood3000094.2
August 1999GoodGoodGoodGood3440073.8
December 1997GoodGoodGoodGood3440073.8
July 1995GoodVery GoodVery GoodVery Good3440074.7
March 1993GoodVery GoodVery GoodVery Good3440074.7
March 1991GoodVery GoodVery GoodVery Good3440074.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.37322315000
Steel Protective Coatingsq. ft.1,692921,2004000
Prestressed Concrete Girder/Beamlinear ft.249248100
Deck
Reinforced Concrete Decksq. ft.1,5181,36815000
Wearing Surfacessq. ft.1,5181,4833500
Substructure
Reinforced Concrete Pier Walllinear ft.5656000
Reinforced Concrete Abutmentlinear ft.5655010
Timber Pileeach11000
Joints
Assembly with Sealeach5656000
Bearings
Elastomeric Bearingeach88000
Movable Bearingeach189900
Fixed Bearingeach63300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.124124000