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Sample Record for 2025-05-02-44

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

Project Information

Project ID: 1000905 DEA: 120V0004 EFIS: 1224000066 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-261-3.5/6.2
Work Description: COLD PLANE AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT.
Location Description: ORANGE COUNTY IN IRVINE AND ORANGE FROM 0.6 MILE NORTH OF PORTOLA PARKWAY OVERCROSSING TO JUNCTION ROUTE 241
Contractor Name: CALMEX ENGINEERING, INC.
Contractor Address: Unknown
Resident Engineer: Arash Eskandari Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-05-02-44
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: 05/02/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/02/2025
The quantity of what the sample constitutes: 1/2 RWMAG
A brief description of the sample: 1/2 RWMAG
From where was the sample collected: Manufacturer
Laboratory sample identification: 25-0423
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Corona

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 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: 2025-05-02-44-1
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 05/23/2025
Date Tested: 05/05/2025
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 Samples 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 1 7309 grams
Mass of oven-dry sample in air for Sample 1 1510.3 grams
Mass of container filled with the sample and water for Sample 1 8199 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.435
Theoretical maximum density at 25°C (77°F) 151.6 lb/ft^3

Test 2 of 2

DIME Test ID: 2025-05-02-44-2
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: 07/25/2025
Date Tested: 05/05/2025
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 4030.6 g
Mass of the specimen and specimen basket assembly prior to ignition 5566.2 g
Mass of HMA Sample prior to ignition 1535.6 g
Corrected Asphalt Binder Content 6.77 %
Mass Loss 109.2 g
Mass of aggregate remaining after ignition 1426.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.34 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C