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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 

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. ratingEvaluationDeckSuper.Sub.ADT
November 201489.9Not deficientVery GoodGoodSatisfactory49900
November 201289.9Not deficientGoodGoodSatisfactory49900
April 201189.9Not deficientSatisfactoryGoodGood49900
November 200890.3Not deficientSatisfactoryGoodSatisfactory46900
July 200591.4Not deficientSatisfactoryGoodSatisfactory46900
May 200191.4Not deficientGoodGoodGood46900
May 199991.4Not deficientGoodGoodGood46900
May 199791.4Not deficientGoodGoodGood46900
May 199591.0Not deficientVery GoodVery GoodVery Good46900
April 199391.0Not deficientVery GoodVery GoodVery Good46900
April 199191.0Not deficientVery GoodVery GoodVery Good46900