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REGENTS ROAD over SAN CLEMENTE CANYON CRK

Map

Coordinates:
+32.84102, -117.21658
32°50'28" N, 117°12'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:REGENTS ROAD over SAN CLEMENTE CANYON CRK
Structure number:57C0526
Location:0.1 S OF RTE 52
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:24.0 ft. [7.3 m]
Total length:110.9 ft. [33.8 m]
Roadway width between curbs:66.9 ft. [20.4 m]
Deck width edge-to-edge:91.2 ft. [27.8 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1961
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:5
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,500 [as of 2009]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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]
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:69.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,580,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairFairGood1850069.5
September 2015FairSatisfactorySatisfactoryVery Good1850082.5
September 2013FairSatisfactoryGoodGood1850082.5
April 2011FairSatisfactoryGoodGood1850082.5
September 2008FairSatisfactoryGoodGood2000087.3
November 2007FairSatisfactoryGoodGood2000087.3
November 2005FairSatisfactoryGoodGood2000087.3
January 2003GoodGoodGoodGood2000087.3
January 2001GoodGoodGoodGood2000083.1
April 1999GoodGoodGoodGood2000083.1
March 1996GoodGoodVery GoodVery Good2000083.1
January 1994GoodGoodVery GoodVery Good2000083.1
January 1992GoodGoodVery GoodVery Good2000083.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach2020000
Reinforced Concrete Abutmentlinear ft.6060000
Reinforced Concrete Pier Caplinear ft.104104000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3535000
Other Material Bridge Raillinear ft.71561500
Deck
Reinforced Concrete Slabsq. ft.94024768670