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SHERMAN WAY over TUJUNGA WASH

Map

Coordinates:
+34.20107, -118.42687
34°12'04" N, 118°25'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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: April 2017

Good/Fair/Poor Condition:Good
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: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 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]
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodGoodGoodGood4432070.0
March 2013FairGoodSatisfactoryGood4432070.0
April 2011FairGoodSatisfactoryGood4432070.0
April 2009FairGoodSatisfactoryGood4432070.0
January 2007FairGoodSatisfactoryGood4432089.7
July 2005GoodGoodGoodGood4250090.0
May 2001GoodGoodGoodGood4130090.1
April 1999GoodGoodGoodGood4130090.1
May 1997GoodGoodGoodGood4130090.1
May 1995GoodVery GoodVery GoodVery Good4130089.7
April 1993GoodVery GoodVery GoodVery Good4130089.7
April 1991GoodVery GoodVery GoodVery Good4130089.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.2420400
Deck
Reinforced Concrete Top Flangesq. ft.595595000
Wearing Surfacessq. ft.5955356000
Substructure
Reinforced Concrete Abutmentlinear ft.60501000
Steel Pileeach11000
Reinforced Concrete Pileeach11000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.75502500