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REGENTS ROAD over SAN CLEMENTE CANYON CRK

Map 

Coordinates:
+32.84083, -117.21667
32°50'27" N, 117°13'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:13.1 ft. [4.0 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 2015 

Status:Open, no restriction [A]
Average daily traffic:18,500 [as of 2009]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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]
Operating rating:56.9 tons [51.7 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:82.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201582.5Functionally obsoleteSatisfactorySatisfactoryVery Good18500
September 201382.5Functionally obsoleteSatisfactoryGoodGood18500
April 201182.5Functionally obsoleteSatisfactoryGoodGood18500
September 200887.3Not deficientSatisfactoryGoodGood20000
November 200787.3Not deficientSatisfactoryGoodGood20000
November 200587.3Not deficientSatisfactoryGoodGood20000
January 200387.3Not deficientGoodGoodGood20000
January 200183.1Functionally obsoleteGoodGoodGood20000
April 199983.1Functionally obsoleteGoodGoodGood20000
March 199683.1Functionally obsoleteGoodVery GoodVery Good20000
January 199483.1Functionally obsoleteGoodVery GoodVery Good20000
January 199283.1Functionally obsoleteGoodVery GoodVery Good20000