Share:

CENTINELA AVE over BALLONA CREEK

Map

Coordinates:
+33.98694, -118.41583
33°59'13" N, 118°24'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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