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Sample Record for 2024-09-03-30

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Project Information

Project ID: 215003 DEA: 040J6204 EFIS: 0414000019 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-680-12.4/21.9
Work Description: REHABILITATE PAVEMENT - RPL APP/DEP SLABS, 14 BRIDGES
Location Description: ALAMEDA COUNTY AT SUNOL AND IN PLEASANTON AND DUBLIN FROM KOOPMANN ROAD UNDERCROSSING TO ALAMEDA COUNTY LINE
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361
Resident Engineer: Eddie Dike Structure Rep.: Betty Geng

Sample Information

DIME Sample ID: 2024-09-03-30
TL Number from the TL Form: C032312
Sample Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Sample Organization Contact: (510) 224-6127
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: 750 Tons
A brief description of the sample: 1/2"RHMA-G
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: 326122
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 10

Test Results

Test 1 of 10

DIME Test ID: 2024-09-03-30-1
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: 09/09/2024
Date Tested: 09/05/2024
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Cores 10A, 10B, 10C,11A, 11B, 11C, 12A
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7335.6 grams
Mass of oven-dry sample in air for Sample 1 1524.1 grams
Mass of container filled with the sample and water for Sample 1 8220.8 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.386
Theoretical maximum density at 25°C (77°F) 2379.1 kg/m^3

Test 2 of 10

DIME Test ID: 2024-09-03-30-2
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: 09/09/2024
Date Tested: 09/05/2024
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Cores 10A, 10B, 10C
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.174
Bulk Specific Gravity 2 2.229
Bulk Specific Gravity 3 2.271
Average Bulk Specific Gravity 2.225

Test 3 of 10

DIME Test ID: 2024-09-03-30-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/09/2024
Date Tested: 09/05/2024
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Cores 10A, 10B, 10C
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 8.8 %
Percent Air Voids 2 6.5 %
Percent Air Voids 3 4.8 %
Average Percent Air Voids 6.7 %

Test 4 of 10

DIME Test ID: 2024-09-03-30-4
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: 09/09/2024
Date Tested: 09/05/2024
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Cores 11A, 11B, 11C
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.184
Bulk Specific Gravity 2 2.149
Bulk Specific Gravity 3 2.178
Average Bulk Specific Gravity 2.17

Test 5 of 10

DIME Test ID: 2024-09-03-30-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/09/2024
Date Tested: 09/05/2024
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Cores 11A, 11B, 11C
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 8.4 %
Percent Air Voids 2 9.9 %
Percent Air Voids 3 8.7 %
Average Percent Air Voids 9 %

Test 6 of 10

DIME Test ID: 2024-09-03-30-6
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: 09/09/2024
Date Tested: 09/05/2024
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Core 12A
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.187

Test 7 of 10

DIME Test ID: 2024-09-03-30-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/09/2024
Date Tested: 09/05/2024
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Core 12A
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 8.3 %

Test 8 of 10

DIME Test ID: 2024-09-03-30-8
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: 09/10/2024
Date Tested: 09/09/2024
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Burn #1
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 2896.1 g
Mass of the specimen and specimen basket assembly prior to ignition 4447.5 g
Mass of HMA Sample prior to ignition 1551.4 g
Corrected Asphalt Binder Content 7.43 %
Mass Loss 126.8 g
Mass of aggregate remaining after ignition 1424.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.55 %
Moisture Content no data0 %
Temperature Compensation Factor 0.19 %
Test Temperature 482 C

Test 9 of 10

DIME Test ID: 2024-09-03-30-9
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: 09/10/2024
Date Tested: 09/09/2024
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Burn #2
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 2864.5 g
Mass of the specimen and specimen basket assembly prior to ignition 4390.6 g
Mass of HMA Sample prior to ignition 1526.1 g
Corrected Asphalt Binder Content 7.5 %
Mass Loss 125.9 g
Mass of aggregate remaining after ignition 1400.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.55 %
Moisture Content no data0 %
Temperature Compensation Factor 0.2 %
Test Temperature 482 C

Test 10 of 10

DIME Test ID: 2024-09-03-30-10
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: 09/10/2024
Date Tested: 09/09/2024
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Burn #3
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 2912.8 g
Mass of the specimen and specimen basket assembly prior to ignition 4432.1 g
Mass of HMA Sample prior to ignition 1519.3 g
Corrected Asphalt Binder Content 7.4 %
Mass Loss 123.8 g
Mass of aggregate remaining after ignition 1395.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.55 %
Moisture Content no data0 %
Temperature Compensation Factor 0.2 %
Test Temperature 482 C