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KEARNY VILLA RD over SAN CLEMENTE CANYON

Map 

Coordinates:
+32.86889, -117.11694
32°52'08" N, 117°07'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:18.0 ft. [5.5 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 2015 

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:Very Good [8 out of 9]
Substructure condition:Very Good [8 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]
Operating rating:29.6 tons [26.9 metric tons]
Inventory rating:20.4 tons [18.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:68.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201568.9Functionally obsoleteGoodVery GoodVery Good23560
February 201387.5Functionally obsoleteFairGoodGood23560
December 201087.5Functionally obsoleteFairGoodGood23560
October 200887.7Functionally obsoleteFairGoodGood22000
November 200587.7Functionally obsoleteFairGoodGood22000
October 200388.7Functionally obsoleteGoodGoodGood22000
September 200188.7Functionally obsoleteGoodGoodGood22000
May 199988.7Functionally obsoleteGoodGoodGood22000
March 199689.2Functionally obsoleteVery GoodVery GoodVery Good22000
January 199489.2Functionally obsoleteVery GoodVery GoodVery Good22000
January 199289.2Functionally obsoleteVery GoodVery GoodVery Good22000