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ROSCOE BLVD over TUJUNGA WASH

Map 

Coordinates:
+34.22167, -118.42167
34°13'18" N, 118°25'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROSCOE BLVD over TUJUNGA WASH
Structure number:53C1301
Location:0.6 MI E/O WOODMAN AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:69.9 ft. [21.3 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:96.1 ft. [29.3 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1956
Year reconstructed:1984
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: November 2014 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:49,900 [as of 2004]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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: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:109.8 tons [99.8 metric tons]
Inventory rating:92.3 tons [83.9 metric tons]
Sufficiency rating:89.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201489.9FairVery GoodGoodSatisfactory-49900
November 201289.9FairGoodGoodSatisfactory-49900
April 201189.9FairSatisfactoryGoodGood-49900
November 200890.3FairSatisfactoryGoodSatisfactory-46900
July 200591.4FairSatisfactoryGoodSatisfactory-46900
May 200191.4GoodGoodGoodGood-46900
May 199991.4GoodGoodGoodGood-46900
May 199791.4GoodGoodGoodGood-46900
May 199591.0GoodVery GoodVery GoodVery Good-46900
April 199391.0GoodVery GoodVery GoodVery Good-46900
April 199191.0GoodVery GoodVery GoodVery Good-46900