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DE SOTO AVE over BROWNS CANYON WASH

Map

Coordinates:
+34.22373, -118.58838
34°13'25" N, 118°35'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DE SOTO AVE over BROWNS CANYON WASH
Structure number:53C1150
Location:0.3 MI S PARTHENIA ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:58.1 ft. [17.7 m]
Total length:125.0 ft. [38.1 m]
Roadway width between curbs:80.4 ft. [24.5 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Skew angle:56°
Owner:County Highway Agency [02]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:38,938 [as of 2006]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Sufficiency rating:93.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2015GoodVery GoodVery GoodGood3893893.3
March 2013PoorPoorGoodGood3893890.2
May 2011PoorPoorGoodGood3893890.2
March 2009PoorPoorGoodGood4400089.7
August 2006FairFairGoodGood4400091.8
February 2004GoodGoodGoodGood3380094.8
December 2000GoodGoodGoodGood3380094.8
October 1998GoodGoodGoodGood3380094.8
December 1996GoodGoodGoodGood3380094.8
May 1996GoodGoodGoodGood3380094.8
March 1994GoodGoodVery GoodVery Good3380095.5
February 1992GoodGoodVery GoodVery Good3380095.5
February 1990GoodGoodVery GoodVery Good3380095.5

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.3838000
Deck
Reinforced Concrete Top Flangesq. ft.933933000
Wearing Surfacessq. ft.933009330
Substructure
Reinforced Concrete Pier Walllinear ft.5554100
Reinforced Concrete Abutmentlinear ft.109971200
Joints
Pourable Jointlinear ft.8500085
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7373000
Concrete Protective Coatingsq. ft.3603600