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FAIRFAX-W10 ONRAMP over BALLONA CRK & ACCESS RD

Map 

Coordinates:
+34.03667, -118.37000
34°02'12" N, 118°22'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAIRFAX-W10 ONRAMP over BALLONA CRK & ACCESS RD
Structure number:53 1671K
Location:07-LA-010-R9.10-LA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:115.8 ft. [35.3 m]
Total length:353.7 ft. [107.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,700 [as of 2009]
Truck traffic:1% 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 corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:41.4 tons [37.6 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:74.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,876,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201674.4GoodGoodGoodGoodFO10700
August 201476.5GoodVery GoodVery GoodVery Good-10700
August 201276.7GoodGoodGoodGoodFO10700
August 201075.7FairFairGoodGoodFO10700
August 200875.7FairFairGoodGoodFO10700
August 200675.7FairFairGoodGoodFO10700
November 200475.7FairFairGoodGoodFO10700
October 200275.8FairFairGoodGoodFO9500
April 200175.8FairFairGoodGoodFO9500
February 200072.8GoodGoodGoodGoodFO9500
July 199772.8GoodGoodGoodGoodFO9500
December 199375.0GoodGoodVery GoodVery GoodFO9500
November 199175.0GoodGoodVery GoodVery GoodFO9500