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Sample Record for 2024-10-23-50

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Project Information

Project ID: 993529 DEA: 11430514 EFIS: 1119000008 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-15-R31.3/R37.1
Work Description: CRCP, FIBER OPTIC CABLE, AND HMA.
Location Description: SAN DIEGO COUNTY IN AND NEAR ESCONDIDO FROM 0.2 MILE SOUTH OF ROUTE 15/78 SEPARATION TO 0.5 MILE NORTH OF DEER SPRINGS ROAD OVERCROSSING
Contractor Name: Security Paving Company, Inc.
Contractor Address: 13170 Telfair Ave, Sylmar, CA 91342
Resident Engineer: Jason Alsheikh Structure Rep.: Tan Cao

Sample Information

DIME Sample ID: 2024-10-23-50
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: 10/23/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/24/2024
The quantity of what the sample constitutes: 16 boxes
A brief description of the sample: RPSU
From where was the sample collected: Source
Laboratory sample identification: 6672-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: 53417105 MM
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2024-10-23-50-1
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: 10/29/2024
Date Tested: 10/29/2024
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) 518-8709
General Comments for this Test: Complies Target 5.00% Tested 5.00% Saved sample for the T30 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 4029.6 g
Mass of the specimen and specimen basket assembly prior to ignition 6074 g
Mass of HMA Sample prior to ignition 2044.4 g
Corrected Asphalt Binder Content 5 %
Mass Loss 115.2 g
Mass of aggregate remaining after ignition 1929.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.63 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 5

DIME Test ID: 2024-10-23-50-2
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: 10/29/2024
Date Tested: 10/29/2024
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) 518-8709
General Comments for this Test: Complies Target 2.451 Tested 2 times 1-2.494 and 2-2.500 Used Test 1 for Calc's - 2.494
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 2553 grams
Mass of container filled with the sample and water for Sample 1 9005 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.494
Theoretical maximum density at 25°C (77°F) 155.2 lb/ft^3

Test 3 of 5

DIME Test ID: 2024-10-23-50-3
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: 10/29/2024
Date Tested: 10/29/2024
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) 518-8709
General Comments for this Test: Complies Target 4.0 Tested Avg of 5.0
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.372
Bulk Specific Gravity 2 2.373
Bulk Specific Gravity 3 2.362
Average Bulk Specific Gravity 2.369

Test 4 of 5

DIME Test ID: 2024-10-23-50-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/29/2024
Date Tested: 10/29/2024
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) 518-8709
General Comments for this Test: Complies Target 4.0% Tested an Avg of 5.0%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.9 %
Percent Air Voids 2 4.9 %
Percent Air Voids 3 5.3 %
Average Percent Air Voids 5 %

Test 5 of 5

DIME Test ID: 2024-10-23-50-5
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: 11/06/2024
Date Tested: 11/04/2024
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) 518-8709
General Comments for this Test: 3 RAP Burns
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 3983.8 g
Mass of the specimen and specimen basket assembly prior to ignition 5631.1 g
Mass of HMA Sample prior to ignition 1647.3 g
Corrected Asphalt Binder Content 6.06 %
Mass Loss 99.9 g
Mass of aggregate remaining after ignition 1547.4 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C