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Sample Record for 2024-09-03-27

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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: 2024-09-03-27
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: 09/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/04/2024
The quantity of what the sample constitutes: 8 boxes
A brief description of the sample: RPSU
From where was the sample collected: Source
Laboratory sample identification: 6646-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
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: 2024-09-03-27-1
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: 09/12/2024
Date Tested: 09/09/2024
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 5.00% Saved sample 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 3960.8 g
Mass of the specimen and specimen basket assembly prior to ignition 5992.4 g
Mass of HMA Sample prior to ignition 2031.6 g
Corrected Asphalt Binder Content 5.36 %
Mass Loss 118.8 g
Mass of aggregate remaining after ignition 1912.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.49 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 5

DIME Test ID: 2024-09-03-27-2
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: 09/12/2024
Date Tested: 09/06/2024
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 - Target 2.451 Tested 2.457
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 2536.2 grams
Mass of container filled with the sample and water for Sample 1 8979.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.457
Theoretical maximum density at 25°C (77°F) 152.9 lb/ft^3

Test 3 of 5

DIME Test ID: 2024-09-03-27-3
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: 09/12/2024
Date Tested: 09/09/2024
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 % Voids Tested an Avg of 4.5 %
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.344
Bulk Specific Gravity 2 2.348
Bulk Specific Gravity 3 2.348
Average Bulk Specific Gravity 2.347

Test 4 of 5

DIME Test ID: 2024-09-03-27-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/12/2024
Date Tested: 09/09/2024
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% Voids tested an Avg of 4.4 %
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.6 %
Percent Air Voids 2 4.4 %
Percent Air Voids 3 4.4 %
Average Percent Air Voids 4.5 %

Test 5 of 5

DIME Test ID: 2024-09-03-27-7
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: 09/12/2024
Date Tested: 09/11/2024
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: 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 3944.6 g
Mass of the specimen and specimen basket assembly prior to ignition 5597 g
Mass of HMA Sample prior to ignition 1652.4 g
Corrected Asphalt Binder Content 6.57 %
Mass Loss 108.5 g
Mass of aggregate remaining after ignition 1543.9 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C