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Sample Record for 2023-12-08-49

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Project Information

Project ID: 66667 DEA: JMFPP EFIS: 0019000043 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-12-08-49
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 12/08/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/08/2023
The quantity of what the sample constitutes: 2 Bags of RAP
A brief description of the sample: RAP
From where was the sample collected: Source
Laboratory sample identification: 023-104
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Bradshaw

Material Information

RAP Source: Granite Bradshaw
Aggregate Size:
Aggregate Source:
RAP Stockpile: Static
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-12-08-49-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 01/17/2024
Date Tested: 01/17/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 2
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7355.5 grams
Mass of oven-dry sample in air for Sample 1 1487.6 grams
Mass of container filled with the sample and water for Sample 1 8262.4 grams
Mass of container filled with water 7355.5
Mass of oven-dry sample in air for Sample 2 1528.6 grams
Mass of container filled with the sample and water for Sample 2 8285.5 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.562
Specific Gravity for Sample 2 2.554
Average Specific Gravity 2.558
Theoretical maximum density at 25°C (77°F) 2550.6 kg/m^3

Test 2 of 2

DIME Test ID: 2023-12-08-49-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 01/17/2024
Date Tested: 01/17/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Aggregate correction factor for the 2 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 1 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 3/8 in. sieve (% passing) 0.4 %
Aggregate correction factor for the #4 sieve (% passing) -0.2 %
Aggregate correction factor for the #8 sieve (% passing) 0.1 %
Aggregate correction factor for the #16 sieve (% passing) -0.9 %
Aggregate correction factor for the #30 sieve (% passing) -1.1 %
Aggregate correction factor for the #50 sieve (% passing) -1.7 %
Aggregate correction factor for the #100 sieve (% passing) -2.1 %
Aggregate correction factor for the #200 sieve (% passing) -1.8 %
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 59 %
Cumulative percent passing the #16 sieve 43 %
Cumulative percent passing the #30 sieve 32 %
Cumulative percent passing the #50 sieve 18 %
Cumulative percent passing the #100 sieve 14 %
Cumulative percent passing the #200 sieve 9.6 %