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CENTINELA AVE over BALLONA CREEK

Map

Coordinates:
+33.98694, -118.41583
33°59'13" N, 118°24'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CENTINELA AVE over BALLONA CREEK
Structure number:53C1121
Location:0.2 MI NW OF SR 90 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 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30,000 [as of 2005]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Operating rating:83.4 tons [75.8 metric tons]
Inventory rating:52.4 tons [47.6 metric tons]
Sufficiency rating:94.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201594.2FairSatisfactoryGoodVery Good-30000
August 201393.2FairFairSatisfactoryGood-30000
August 201193.2FairFairSatisfactoryGood-30000
December 200993.2FairFairSatisfactoryGood-30000
August 200793.2FairFairSatisfactoryGood-30000
September 200694.2FairSatisfactoryGoodGood-30000
November 200494.2FairSatisfactoryGoodGood-30000
August 199973.8GoodGoodGoodGoodFO34400
December 199773.8GoodGoodGoodGoodFO34400
July 199574.7GoodVery GoodVery GoodVery GoodFO34400
March 199374.7GoodVery GoodVery GoodVery GoodFO34400
March 199174.7GoodVery GoodVery GoodVery GoodFO34400

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.37322315000
Steel Protective Coatingsq. ft.186969000
Prestressed Concrete Girder/Beamlinear ft.249248100
Deck
Reinforced Concrete Decksq. ft.1,51801,51800
Wearing Surfacessq. ft.1,5181,39812000
Substructure
Reinforced Concrete Pier Walllinear ft.5656000
Reinforced Concrete Abutmentlinear ft.5655100
Timber Pileeach11000
Joints
Assembly with Sealeach5656000
Bearings
Elastomeric Bearingeach88000
Movable Bearingeach189900
Steel Protective Coatingsq. ft.70700
Fixed Bearingeach63300
Steel Protective Coatingsq. ft.21100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.124124000