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KEARNY VILLA RD over SAN CLEMENTE CANYON

Map

Coordinates:
+32.86882, -117.11641
32°52'08" N, 117°06'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KEARNY VILLA RD over SAN CLEMENTE CANYON
Structure number:57C0543
Location:1MI N OF 163
Purpose:Carries highway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:154.9 ft. [47.2 m]
Roadway width between curbs:91.9 ft. [28.0 m]
Deck width edge-to-edge:98.4 ft. [30.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1949
Year reconstructed:1974
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:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:23,560 [as of 2014]
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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:68.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,335,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodGood2356068.9
October 2015GoodGoodVery GoodVery Good2356068.9
February 2013FairFairGoodGood2356087.5
December 2010FairFairGoodGood2356087.5
October 2008FairFairGoodGood2200087.7
November 2005FairFairGoodGood2200087.7
October 2003GoodGoodGoodGood2200088.7
September 2001GoodGoodGoodGood2200088.7
May 1999GoodGoodGoodGood2200088.7
March 1996GoodVery GoodVery GoodVery Good2200089.2
January 1994GoodVery GoodVery GoodVery Good2200089.2
January 1992GoodVery GoodVery GoodVery Good2200089.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.472472000
Deck
Reinforced Concrete Top Flangesq. ft.1,4161,32660300
Wearing Surfacessq. ft.1,3661,366000
Substructure
Reinforced Concrete Columneach2626000
Reinforced Concrete Abutmentlinear ft.8080000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.142140110