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Sample Record for 2025-03-18-28

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Project Information

Project ID: 214698 DEA: 120N8904 EFIS: 1214000130 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-133-8.3/M9.3
Work Description: CONSTRUCT AUXILIARY LANE.
Location Description: ORANGE COUNTY IN IRVINE FROM ROUTE 133/405 SEPARATION TO IRVINE CENTER DRIVE OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3200 Park Center Drive, Suite #200, Costa Mesa, CA 92626
Resident Engineer: Arezo Ghiam Structure Rep.: Michael Yee

Sample Information

DIME Sample ID: 2025-03-18-28
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: 03/18/2025
Date that the sample was received by the laboratory/organization performing the testing: 03/18/2025
The quantity of what the sample constitutes: 3/4 WMA-SP
A brief description of the sample: 3/4 WMA-SP
From where was the sample collected: Manufacturer
Laboratory sample identification: 25-0245
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Corona

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2025-03-18-28-1
Test Method: AASHTO T308-10: 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: 04/17/2025
Date Tested: 03/18/2025
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:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3948.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5957.6 g
Mass of HMA Sample prior to ignition 2008.9 g
Corrected Asphalt Binder Content 5.18 %
Mass Loss 111.1 g
Mass of aggregate remaining after ignition 1897.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.35 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 2

DIME Test ID: 2025-03-18-28-2
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: 04/17/2025
Date Tested: 03/20/2025
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:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7309 grams
Mass of oven-dry sample in air for Sample 1 2535.6 grams
Mass of container filled with the sample and water for Sample 1 8829.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.497
Theoretical maximum density at 25°C (77°F) 155.4 lb/ft^3