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SIERRA HWY over METROLINK & UP RR, CREEK

Map

Coordinates:
+34.33280, -118.50601
34°19'58" N, 118°30'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SIERRA HWY over METROLINK & UP RR, CREEK
Structure number:53C0183
Location:0.1 MI EAST OF I-5
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:38.1 ft. [11.6 m]
Total length:159.1 ft. [48.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:32°
Owner:City or Municipal Highway Agency [04]
Year built:1911
Year reconstructed:1934
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:5
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: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 2007]
Truck traffic:2% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:58.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017GoodGoodGoodGood500058.1
January 2015GoodGoodVery GoodGood500058.1
January 2013FairFairSatisfactorySatisfactory500075.2
March 2011FairFairSatisfactorySatisfactory500075.2
January 2009FairFairSatisfactorySatisfactory500076.2
February 2007FairFairSatisfactoryGood500076.2
May 2005FairSatisfactorySatisfactoryGood500077.3
January 2000GoodGoodGoodGood340079.3
January 1998GoodGoodGoodGood340079.0
October 1994GoodGoodGoodGood340078.8
September 1990GoodGoodGoodGood340078.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.478470800
Deck
Reinforced Concrete Top Flangesq. ft.6005406000
Wearing Surfacessq. ft.120012000
Substructure
Reinforced Concrete Pier Walllinear ft.7467700
Reinforced Concrete Abutmentlinear ft.3330300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1211061500
Timber Bridge Raillinear ft.55000