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JEFFERSON BLVD over CENTINELA CREEK

Map 

Coordinates:
+33.98667, -118.40000
33°59'12" N, 118°24'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:JEFFERSON BLVD over CENTINELA CREEK
Structure number:53C1214
Location:0.2 MI N OF I-405
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:80.1 ft. [24.4 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Skew angle:29°
Owner:City or Municipal Highway Agency [04]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:39,900 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 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: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]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:89.4 tons [81.3 metric tons]
Sufficiency rating:92.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201592.2Not deficientVery GoodGoodVery Good39900
August 201362.3Structurally deficientGoodPoorGood39900
August 201162.3Structurally deficientGoodPoorGood39900
December 200962.3Structurally deficientGoodPoorGood39900
August 200762.3Structurally deficientGoodPoorGood39900
November 200491.2Not deficientGoodGoodGood39900
August 199992.2Not deficientGoodGoodGood39900
December 199792.2Not deficientGoodGoodGood39900
May 199692.2Not deficientGoodGoodGood39900
June 199494.0Not deficientVery GoodGoodVery Good39900
May 199294.0Not deficientVery GoodGoodVery Good39900
April 199094.0Not deficientVery GoodGoodVery Good39900