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OCEANVIEW BLVD over I-15, RAMPS, CHOLLAS CRK

Map 

Coordinates:
+32.70111, -117.12056
32°42'04" N, 117°07'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OCEANVIEW BLVD over I-15, RAMPS, CHOLLAS CRK
Structure number:57 0769
Location:11-SD-015-R0.59-SD
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Collector (Urban) [17]
Length of largest span:154.9 ft. [47.2 m]
Total length:349.1 ft. [106.4 m]
Roadway width between curbs:78.1 ft. [23.8 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:
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]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:9,260 [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:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:97.7 tons [88.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201595.8Not deficientSatisfactoryVery GoodVery Good9260
December 201394.8Not deficientFairVery GoodGood9260
January 201294.8Not deficientFairVery GoodGood9260
February 201095.8Not deficientSatisfactoryVery GoodGood9260
March 200895.8Not deficientGoodVery GoodGood9260
March 200695.8Not deficientGoodVery GoodGood9260
January 200494.4Not deficientGoodVery GoodGood15000
January 200294.5Not deficientGoodVery GoodGood14700
May 200094.5Not deficientGoodVery GoodGood14700
March 199894.5Not deficientGoodVery GoodGood14700
December 199594.6Not deficientVery GoodVery GoodVery Good14700
January 199494.6Not deficientVery GoodVery GoodVery Good14700
January 199294.6Not deficientVery GoodVery GoodVery Good14700