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S15-N5 CONNECTOR over CHOLLAS CREEK

Map 

Coordinates:
+32.69389, -117.12306
32°41'38" N, 117°07'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S15-N5 CONNECTOR over CHOLLAS CREEK
Structure number:57 0473F
Location:11-SD-015-R0.02L-SD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:84.0 ft. [25.6 m]
Total length:166.0 ft. [50.6 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1963
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:Concrete continuous [2]
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:8,000 [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:71.9 tons [65.4 metric tons]
Inventory rating:43.5 tons [39.5 metric tons]
Sufficiency rating:98.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201598.9Not deficientSatisfactoryVery GoodVery Good8000
December 201397.9Not deficientFairGoodGood8000
February 201098.9Not deficientSatisfactoryGoodGood8000
March 200898.9Not deficientSatisfactoryGoodGood8000
March 200698.9Not deficientSatisfactoryGoodGood8000
January 200498.9Not deficientSatisfactoryGoodGood8000
January 200299.1Not deficientGoodGoodGood6700
August 200098.0Not deficientFairGoodGood6700
March 199898.0Not deficientFairGoodGood6700
December 199597.0Not deficientVery GoodVery GoodVery Good6700
January 199497.2Not deficientVery GoodVery GoodVery Good5500
January 199297.2Not deficientVery GoodVery GoodVery Good5500