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HOLLOW SPRINGS DR over LIMEKILN CANYON

Map

Coordinates:
+34.28533, -118.56301
34°17'07" N, 118°33'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HOLLOW SPRINGS DR over LIMEKILN CANYON
Structure number:53C1974
Location:40 FT W/O TAMPA AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:72.2 ft. [22.0 m]
Total length:282.2 ft. [86.0 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:59.7 ft. [18.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:650 [as of 2005]
Truck traffic:5% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:97.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodGoodGoodGood65097.0
March 2015GoodVery GoodVery GoodGood65097.0
March 2013FairFairVery GoodGood65096.0
May 2011FairFairVery GoodGood65096.0
March 2009FairFairVery GoodGood50096.0
February 2007FairSatisfactoryVery GoodGood50097.0
May 2005GoodGoodVery GoodGood50097.0
October 2001GoodGoodVery GoodGood50097.0
July 1999GoodGoodVery GoodGood50097.0
November 1997GoodGoodVery GoodGood50097.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.603603000
Deck
Reinforced Concrete Decksq. ft.1,1521,1322000
Wearing Surfacessq. ft.1,1521,0895850
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.3737000
Reinforced Concrete Pier Caplinear ft.5147400
Joints
Compression Jointlinear ft.35001025
Bearings
Elastomeric Bearingeach11000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.180180000