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Sample Record for 2024-11-07-64

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Project Information

Project ID: 995482 DEA: 112T36U4 EFIS: 1122000243 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-37.4-52.6
Work Description: I-5 NCC SEGMENT 4C
Location Description: I-5 in San Diego County at Various Locations from Lomas Santa Fe Drive Undercrossing to 0.2 Mile North of Oceanside Undercrossing
Contractor Name: Flatiron-Skanska-Stacy and Witbeck Joint Venture
Contractor Address: 1770 La Costa Meadows Drive, San Marcos, CA 92078
Resident Engineer: Yong Pak Structure Rep.: Phong Le

Sample Information

DIME Sample ID: 2024-11-07-64
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/07/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/05/2024
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: Plant Sample
From where was the sample collected: Supplier
Laboratory sample identification: 0614-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan CC

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 320819 CC SJR
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2024-11-07-64-1
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: 01/17/2025
Date Tested: 01/14/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target = 5.2, and Tested 4.89% Saved material for T30
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 3932.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5997 g
Mass of HMA Sample prior to ignition 2064.3 g
Corrected Asphalt Binder Content 4.89 %
Mass Loss 113.1 g
Mass of aggregate remaining after ignition 1951.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.59 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 3

DIME Test ID: 2024-11-07-64-2
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: 01/17/2025
Date Tested: 01/14/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target 2.478 Tested 2.477
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 7475.6 grams
Mass of oven-dry sample in air for Sample 1 2551.7 grams
Mass of container filled with the sample and water for Sample 1 8997.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.477
Theoretical maximum density at 25°C (77°F) 154.2 lb/ft^3

Test 3 of 3

DIME Test ID: 2024-11-07-64-3
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: 03/10/2025
Date Tested: 12/23/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: RAP Gradation
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 3932.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5997 g
Mass of HMA Sample prior to ignition 2064.3 g
Corrected Asphalt Binder Content 4.89 %
Mass Loss 113.1 g
Mass of aggregate remaining after ignition 1951.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.59 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C