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E52-S805 CONNECTOR over SAN CLEMENTE CREEK

Map 

Coordinates:
+32.84667, -117.17500
32°50'48" N, 117°10'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E52-S805 CONNECTOR over SAN CLEMENTE CREEK
Structure number:57 0752G
Location:11-SD-052-3.34-SD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:161.1 ft. [49.1 m]
Total length:162.1 ft. [49.4 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:14,100 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:102.3 tons [93.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201595.0Not deficientSatisfactoryVery GoodGood14100
February 201395.0Not deficientSatisfactoryVery GoodGood14100
April 201196.0Not deficientSatisfactoryVery GoodGood14100
March 200996.4Not deficientSatisfactoryVery GoodGood12900
March 200796.4Not deficientGoodVery GoodGood12900
March 200596.1Not deficientGoodVery GoodGood14000
March 200396.1Not deficientGoodVery GoodGood14000
September 200196.1Not deficientGoodVery GoodGood14000
July 199896.1Not deficientGoodVery GoodGood14000
July 199595.8Not deficientVery GoodVery GoodVery Good14000
July 199195.8Not deficientVery GoodVery GoodVery Good14000