Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000612 DEA: 120R57U4 EFIS: 1223000131
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-405-11.4/24.2
Work Description: PLACE JPCP (RSC) AND RHMA, AND MODIFY ELECTRICAL SYSTEMS.
Location Description: ORANGE COUNTY FROM HARBOR BOULEVARD UNDERCROSSING IN COSTA MESA TO LOS ANGELES COUNTY LINE AT ROSSMOOR
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 9050 Norris Ave. #200, Westlake Village, CA 91361
Resident Engineer: Dennis Nguyen Structure Rep.: maribel Munoz Blanco
DIME Sample ID: 2025-10-30-16
TL Number from the TL Form:
Sample Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Sample Organization Contact: 9492798846
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/30/2025
The quantity of what the sample constitutes: 3/4 RHMAG
A brief description of the sample: 3/4 RHMAG
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Irwindale
DIME Test ID: 2025-10-30-16-1
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: 11/03/2025
Date Tested: 10/31/2025
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
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US Units
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
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7309 grams
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Mass of oven-dry sample in air for Sample 1
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2509.7 grams
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Mass of container filled with the sample and water for Sample 1
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8803.4 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.472
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Theoretical maximum density at 25°C (77°F)
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153.9 lb/ft^3
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DIME Test ID: 2025-10-30-16-2
Test Method: AASHTO T308-25: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 11/03/2025
Date Tested: 10/31/2025
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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3890.6 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5892 g
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Corrected Asphalt Binder Content
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7.07 %
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Mass of HMA Sample prior to ignition
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2001.4 g
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Mass Loss
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143.8 g
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Mass of aggregate remaining after ignition
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1857.6 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.11 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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no data0 %
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Test Temperature
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538 C
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