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Sample Record for 2024-11-18-43

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Project Information

Project ID: 995067 DEA: 11430394 EFIS: 1118000115 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-23.9/25.1
Work Description: WIDEN FREEWAY, STRUCTURES, CONSTRUCT SIGNS, LANDSCAPE AND ELECTRICAL.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM 0.2 MILE NORTH OF ROUTE 805/52 SEPARATION TO 0.3 MILE SOUTH OF NOBEL DRIVE OVERCROSSING
Contractor Name: GRIFFITH COMPANY
Contractor Address: 13400 Sabre Spring Parkway Ste 200, San Diego, CA 92128
Resident Engineer: Tyler Jones Structure Rep.: Carlos Guzman

Sample Information

DIME Sample ID: 2024-11-18-43
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: 11/18/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/05/2024
The quantity of what the sample constitutes: 12 Boxes
A brief description of the sample: RPSU
From where was the sample collected: Source
Laboratory sample identification: 1007-RPSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 23417005SR MM
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2024-11-18-43-1
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: 12/06/2024
Date Tested: 12/05/2024
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: Complies Target 4.30% Tested 4.58%
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 4028.7 g
Mass of the specimen and specimen basket assembly prior to ignition 6087.8 g
Mass of HMA Sample prior to ignition 2059.1 g
Corrected Asphalt Binder Content 4.58 %
Mass Loss 103.3 g
Mass of aggregate remaining after ignition 1955.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.44 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 5

DIME Test ID: 2024-11-18-43-2
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: 12/06/2024
Date Tested: 12/05/2024
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: Complies Target 2.510 Tested 2.503
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 7475.6 grams
Mass of oven-dry sample in air for Sample 1 2539.9 grams
Mass of container filled with the sample and water for Sample 1 9000.8 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.503
Theoretical maximum density at 25°C (77°F) 155.8 lb/ft^3

Test 3 of 5

DIME Test ID: 2024-11-18-43-3
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 12/06/2024
Date Tested: 12/05/2024
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: Complies Target 4.0 % Tested 4.7 % Avg of 3
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.387
Bulk Specific Gravity 2 2.384
Bulk Specific Gravity 3 2.387
Average Bulk Specific Gravity 2.386

Test 4 of 5

DIME Test ID: 2024-11-18-43-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/06/2024
Date Tested: 12/05/2024
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: Complies Target 4.0% Tested 4.7% Avg of 3
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.6 %
Percent Air Voids 2 4.8 %
Percent Air Voids 3 4.6 %
Average Percent Air Voids 4.7 %

Test 5 of 5

DIME Test ID: 2024-11-18-43-5
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: 12/06/2024
Date Tested: 12/06/2024
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: Complies Saved for T-30 Rap
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 3991.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5644.8 g
Mass of HMA Sample prior to ignition 1653.1 g
Corrected Asphalt Binder Content 6.36 %
Mass Loss 105.1 g
Mass of aggregate remaining after ignition 1548 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C