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GARNET AVE over ROSE CANYON CREEK

Map

Coordinates:
+32.80512, -117.22288
32°48'18" N, 117°13'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GARNET AVE over ROSE CANYON CREEK
Structure number:57C0312
Location:0.4 MI WLY OF RTE 5
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:29.9 ft. [9.1 m]
Total length:181.1 ft. [55.2 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1939
Year reconstructed:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:6
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:58,500 [as of 2008]
Truck traffic:1% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:78.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodGood5850078.7
December 2015FairGoodGoodSatisfactory5850078.7
September 2013FairGoodGoodSatisfactory5850078.4
April 2011FairGoodGoodSatisfactory5850078.4
September 2008FairGoodGoodSatisfactory6400077.8
November 2007FairGoodGoodSatisfactory6400077.8
November 2005FairGoodGoodSatisfactory6400077.8
July 2003GoodGoodGoodGood6400077.8
July 2001GoodGoodGoodGood6400077.8
April 1999GoodGoodGoodGood6400077.8
April 1996GoodGoodGoodGood6400078.8
January 1994GoodGoodGoodGood6400078.8
January 1992GoodGoodGoodGood6400076.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.441441000
Deck
Reinforced Concrete Top Flangesq. ft.7507401000
Wearing Surfacessq. ft.750750000
Substructure
Reinforced Concrete Columneach68521060
Reinforced Concrete Abutmentlinear ft.6969000
Reinforced Concrete Pier Caplinear ft.146146000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.110753500
Deck
Reinforced Concrete Slabsq. ft.600599100
Wearing Surfacessq. ft.215215000