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OCEANVIEW BLVD over SOUTH CHOLLAS CREEK

Map 

Coordinates:
+32.70000, -117.10389
32°42'00" N, 117°06'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OCEANVIEW BLVD over SOUTH CHOLLAS CREEK
Structure number:57C0435
Location:1.0 MI E ROUTE I-15
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:32.2 ft. [9.8 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1982
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:10,300 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.9 tons [32.6 metric tons]
Sufficiency rating:91.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201591.0Not deficientVery GoodVery GoodGood10300
May 201191.0Not deficientGoodGoodSatisfactory10300
November 200691.3Not deficientGoodGoodSatisfactory7000
October 200391.3Not deficientGoodGoodSatisfactory7000
October 200191.3Not deficientGoodGoodSatisfactory7000
May 199991.3Not deficientGoodGoodSatisfactory7000
October 199691.4Not deficientVery GoodVery GoodVery Good7000
August 199491.4Not deficientVery GoodVery GoodVery Good7000
June 199291.4Not deficientVery GoodVery GoodVery Good7000