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Sample Record for 2024-09-17-16

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1000165 DEA: 09392504 EFIS: 0923000029 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-R17.2/25.8
Work Description: HOT MIX ASPHALT (TYPE A), SHOULDER BACKING, & STRIPING.
Location Description: INYO COUNTY ABOUT 9 MILES SOUTH OF OLANCHA FROM 0.8 MILE SOUTH OF SYKES ROAD TO 0.3 MILE NORTH OF HAIWEE CANYON ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 8999 Capacity Street, Arvin, CA 93203
Resident Engineer: Garret Rottner Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-17-16
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 09/17/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2024
The quantity of what the sample constitutes: 1 bag of rap
A brief description of the sample: 3/8” aggregate
From where was the sample collected: Source
Laboratory sample identification: RAP9
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari Plant

Material Information

Source Identification (SMARA, name of Pit or Job Site): Granite solari
The fabricator's/manufacturer's product name for the sample: 3/8” rap
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Belt device at plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2024-09-17-16-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/18/2024
Date Tested: 09/18/2024
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: CF-25 RAP
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Aggregate correction factor for the 2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -0.4 %
Aggregate correction factor for the #4 sieve (% passing) -3.7 %
Aggregate correction factor for the #8 sieve (% passing) -2.7 %
Aggregate correction factor for the #16 sieve (% passing) -2 %
Aggregate correction factor for the #30 sieve (% passing) -2 %
Aggregate correction factor for the #50 sieve (% passing) -1.7 %
Aggregate correction factor for the #100 sieve (% passing) -0.9 %
Aggregate correction factor for the #200 sieve (% passing) -0.7 %
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 100 %
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the #4 sieve 79 %
Cumulative percent passing the #8 sieve 60 %
Cumulative percent passing the #16 sieve 47 %
Cumulative percent passing the #30 sieve 36 %
Cumulative percent passing the #50 sieve 24 %
Cumulative percent passing the #100 sieve 17 %
Cumulative percent passing the #200 sieve 11.8 %