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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
March 201370.0Functionally obsoleteGoodSatisfactoryGood44320
April 201170.0Functionally obsoleteGoodSatisfactoryGood44320
April 200970.0Functionally obsoleteGoodSatisfactoryGood44320
January 200789.7Not deficientGoodSatisfactoryGood44320
July 200590.0Not deficientGoodGoodGood42500
May 200190.1Not deficientGoodGoodGood41300
April 199990.1Not deficientGoodGoodGood41300
May 199790.1Not deficientGoodGoodGood41300
May 199589.7Not deficientVery GoodVery GoodVery Good41300
April 199389.7Not deficientVery GoodVery GoodVery Good41300
April 199189.7Not deficientVery GoodVery GoodVery Good41300