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S15-OCEANVIEW OFF over CHOLLAS CREEK

Map 

Coordinates:
+32.70278, -117.12139
32°42'10" N, 117°07'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S15-OCEANVIEW OFF over CHOLLAS CREEK
Structure number:57 0867K
Location:11-SD-015-R0.70-SD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:99.1 ft. [30.2 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:41°
Owner:State Highway Agency [01]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:84.5 tons [76.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201597.7Not deficientSatisfactoryVery GoodVery Good10000
December 201396.6Not deficientFairVery GoodGood10000
February 201097.7Not deficientGoodVery GoodGood10000
March 200897.7Not deficientGoodVery GoodGood10000
March 200697.7Not deficientGoodVery GoodGood10000
January 200497.7Not deficientGoodVery GoodGood10000
April 200297.7Not deficientGoodVery GoodGood9800
May 200089.5Functionally obsoleteGoodVery GoodGood9800
March 199889.5Functionally obsoleteGoodVery GoodGood9800
December 199589.6Functionally obsoleteVery GoodVery GoodVery Good9800
January 199489.6Functionally obsoleteVery GoodVery GoodVery Good9800
January 199289.6Functionally obsoleteVery GoodVery GoodVery Good9800