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MOOR PARK ST over WEST BRANCH TUJUNGA WASH

Map

Coordinates:
+34.15027, -118.39285
34°09'01" N, 118°23'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MOOR PARK ST over WEST BRANCH TUJUNGA WASH
Structure number:53C0076
Location:RADFORD AVE & GENTRY AV
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:121.1 ft. [36.9 m]
Total length:128.9 ft. [39.3 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:79.1 ft. [24.1 m]
Skew angle:66°
Owner:City or Municipal Highway Agency [04]
Year built:1951
Year reconstructed:2008
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:Fair
Status:Open, no restriction [A]
Average daily traffic:25,300 [as of 2005]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:78.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairGoodFairFair2530078.0
April 2015GoodVery GoodGoodGood2530089.5
April 2013GoodGoodGoodGood2530089.5
April 2011GoodGoodGoodGood2530088.5
April 2009GoodGoodGoodGood2530088.5
March 2007FairGoodSatisfactoryGood2530075.0
January 2006FairGoodSatisfactoryGood2530075.0
February 2005FairGoodSatisfactoryGood2530075.0
October 2000FairGoodSatisfactoryGood1920075.7
September 1998FairGoodSatisfactoryGood1920075.7
October 1996FairGoodSatisfactoryGood1920075.7
April 1996GoodGoodGoodGood1920075.7
June 1994GoodVery GoodVery GoodGood1920078.2
May 1990GoodVery GoodGoodGood1920078.2

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.117724500
Deck
Reinforced Concrete Top Flangesq. ft.720715500
Wearing Surfacessq. ft.7207002000
Substructure
Reinforced Concrete Abutmentlinear ft.82572500
Reinforced Concrete Pileeach11000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7971800