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INTERSTATE 5 over ROSE CANYON CREEK

Map

Coordinates:
+32.81105, -117.21908
32°48'40" N, 117°13'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 5 over ROSE CANYON CREEK
Structure number:57 0289
Location:11-SD-005-R23.82-SD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:73.2 ft. [22.3 m]
Total length:444.9 ft. [135.6 m]
Roadway width between curbs:124.0 ft. [37.8 m]
Deck width edge-to-edge:142.1 ft. [43.3 m]
Skew angle:59°
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:1965
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:6
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:143,000 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:80.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2015GoodVery GoodVery GoodVery Good14300080.0
October 2013FairSatisfactoryGoodGood14300080.0
November 2011FairSatisfactoryGoodGood14300080.0
November 2009FairSatisfactoryGoodGood16300080.0
January 2008GoodGoodGoodGood16300080.0
January 2006FairSatisfactoryGoodGood16300080.0
November 2003FairSatisfactoryGoodGood16300080.0
January 2002FairSatisfactoryGoodGood16380080.0
March 2000PoorSeriousGoodGood16380075.0
December 1997PoorSeriousGoodGood16380075.0
September 1995FairSatisfactorySatisfactoryVery Good16320080.0
November 1991FairSatisfactorySatisfactoryVery Good16150080.0

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.271270010
Deck
Reinforced Concrete Top Flangesq. ft.5,8755,875000
Wearing Surfacessq. ft.5,8755,875000
Substructure
Reinforced Concrete Pier Walllinear ft.420420000
Reinforced Concrete Abutmentlinear ft.168168000
Steel Pileeach11000
Joints
Pourable Jointlinear ft.193193000
Compression Jointlinear ft.22812810000
Bearings
Movable Bearingeach3636000
Bridge Rail
Other Material Bridge Raillinear ft.2722620100