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J ST over CHOLLAS CREEK

Map

Coordinates:
+32.71000, -117.12083
32°42'36" N, 117°07'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:J ST over CHOLLAS CREEK
Structure number:57C0424
Location:175FT E/O 33RD, S/O MRKT
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:58.1 ft. [17.7 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1952
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:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:800 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:38.5 tons [35.0 metric tons]
Inventory rating:23.2 tons [21.1 metric tons]
Sufficiency rating:66.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201666.5FairSatisfactoryGoodGood-800
January 201466.5FairSatisfactoryGoodGood-800
May 201166.5FairSatisfactoryGoodGood-800
February 200979.6FairSatisfactoryGoodGood-100
November 200678.1FairFairGoodGood-100
July 200378.1FairFairGoodGood-100
August 200178.1FairFairGoodGood-100
May 199978.1FairFairGoodGood-100
October 199679.0GoodVery GoodVery GoodVery Good-100
August 199479.0GoodVery GoodVery GoodVery Good-100
June 199279.0GoodVery GoodVery GoodVery Good-100