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OCEANVIEW-S15 ONRA over CHOLLAS CREEK

Map 

Coordinates:
+32.70250, -117.12139
32°42'09" N, 117°07'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OCEANVIEW-S15 ONRA over CHOLLAS CREEK
Structure number:57 0866K
Location:11-SD-015-R0.68-SD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:62.0 ft. [18.9 m]
Total length:65.0 ft. [19.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Skew angle:99°
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:Good [7 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:109.8 tons [99.8 metric tons]
Inventory rating:69.5 tons [63.2 metric tons]
Sufficiency rating:96.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201596.6Not deficientGoodVery GoodVery Good10000
December 201395.6Not deficientFairGoodGood10000
February 201096.6Not deficientGoodGoodGood10000
March 200896.6Not deficientGoodGoodGood10000
March 200696.6Not deficientGoodGoodGood10000
January 200496.6Not deficientGoodGoodGood10000
January 200289.6Functionally obsoleteGoodGoodGood9100
May 200089.6Functionally obsoleteGoodGoodGood9100
March 199889.6Functionally obsoleteGoodGoodGood9100
December 199589.7Functionally obsoleteVery GoodVery GoodVery Good9100
January 199489.7Functionally obsoleteVery GoodVery GoodVery Good9100
January 199289.7Functionally obsoleteVery GoodVery GoodVery Good9100