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INTERSTATE 15 over CHOLLAS CREEK

Map 

Coordinates:
+32.71472, -117.11750
32°42'53" N, 117°07'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:INTERSTATE 15 over CHOLLAS CREEK
Structure number:57 0353
Location:11-SD-015-2.08-SD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:18.0 ft. [5.5 m]
Total length:65.0 ft. [19.8 m]
Roadway width between curbs:139.1 ft. [42.4 m]
Deck width edge-to-edge:144.0 ft. [43.9 m]
Skew angle:59°
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:1996
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:4
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:114,000 [as of 2009]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 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:Superior to present desirable criteria [9]
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:78.8 tons [71.6 metric tons]
Inventory rating:47.4 tons [43.1 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201585.0Not deficientVery GoodVery GoodVery Good114000
January 201485.0Not deficientSatisfactoryGoodGood114000
February 201085.0Not deficientGoodGoodGood109000
March 200885.0Not deficientGoodGoodGood109000
March 200685.0Not deficientGoodGoodGood109000
January 200485.0Not deficientGoodGoodGood109000
January 200286.2Not deficientGoodGoodGood58700
June 200086.2Not deficientGoodGoodGood58700
March 199886.2Not deficientGoodGoodGood58700
April 199685.0Not deficientGoodGoodGood76700
January 199485.0Not deficientGoodGoodGood76700
January 199285.0Not deficientGoodGoodGood78000