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SHERMAN WAY over TUJUNGA WASH

Map

Coordinates:
+34.20111, -118.42611
34°12'04" N, 118°25'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SHERMAN WAY over TUJUNGA WASH
Structure number:53C1322
Location:BTW VARNA AV/ WOODMAN AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:71.9 ft. [21.9 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:95.5 ft. [29.1 m]
Skew angle:12°
Owner:City or Municipal Highway Agency [04]
Year built:1952
Year reconstructed:1968
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: March 2013

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:44,320 [as of 2004]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:85.1 tons [77.4 metric tons]
Sufficiency rating:70.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,192,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201370.0FairGoodSatisfactoryGoodFO44320
April 201170.0FairGoodSatisfactoryGoodFO44320
April 200970.0FairGoodSatisfactoryGoodFO44320
January 200789.7FairGoodSatisfactoryGood-44320
July 200590.0GoodGoodGoodGood-42500
May 200190.1GoodGoodGoodGood-41300
April 199990.1GoodGoodGoodGood-41300
May 199790.1GoodGoodGoodGood-41300
May 199589.7GoodVery GoodVery GoodVery Good-41300
April 199389.7GoodVery GoodVery GoodVery Good-41300
April 199189.7GoodVery GoodVery GoodVery Good-41300