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Sample Record for 2025-10-10-60

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Project Information

Project ID: 1001220 DEA: 040X6604 EFIS: 0424000154 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-84-R21.4/R23.1
Work Description: COLD PLANE AC PAVEMENT AND OVERLAY WITH RHMA-G.
Location Description: ALAMEDA COUNTY IN AND NEAR PLEASANTON AND LIVERMORE FROM 0.1 MILE SOUTH OF VEHICLE UNDERCROSSING SOUTH TO 0.1 MILE SOUTH OF RUBY HILL DRIVE
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: Unknown
Resident Engineer: Paramjit Pandher Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-10-10-60
TL Number from the TL Form: C771479
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: 10/10/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/13/2025
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4"RHMA-G
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Materials Vernalis

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 7
HMA Mix Number: 30242532510V
Binder content (%): 7.5
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier:
RAP content (%):
WMA Additives: Yes
Antistrip type:
Test results on following page(s): 9

Test Results

Test 1 of 9

DIME Test ID: 2025-10-10-60-1
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: 11/12/2025
Date Tested: 10/31/2025
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: Lot 1 SL. 7
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.237

Test 2 of 9

DIME Test ID: 2025-10-10-60-2
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: 11/12/2025
Date Tested: 10/31/2025
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: Lot 1 SL. 8
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.213
Bulk Specific Gravity 2 2.252
Bulk Specific Gravity 3 2.245
Average Bulk Specific Gravity 2.237

Test 3 of 9

DIME Test ID: 2025-10-10-60-3
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: 11/12/2025
Date Tested: 11/03/2025
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: Lot 1 SL. 9
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.238
Bulk Specific Gravity 2 2.255
Average Bulk Specific Gravity 2.247

Test 4 of 9

DIME Test ID: 2025-10-10-60-4
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 11/12/2025
Date Tested: 11/07/2025
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: Lot 1 SL. 7
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of Samples 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 1 7334.5 grams
Mass of oven-dry sample in air for Sample 1 2513.1 grams
Mass of container filled with the sample and water for Sample 1 8789.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.376
Theoretical maximum density at 25°C (77°F) 2369 kg/m^3

Test 5 of 9

DIME Test ID: 2025-10-10-60-5
Test Method: AASHTO T269-24E25: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/12/2025
Date Tested: 10/31/2025
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: Lot 1 SL. 7
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.9 %

Test 6 of 9

DIME Test ID: 2025-10-10-60-6
Test Method: AASHTO T269-24E25: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/12/2025
Date Tested: 10/31/2025
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: Lot 1 SL. 8
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 6.9 %
Percent Air Voids 2 5.2 %
Percent Air Voids 3 5.5 %
Average Percent Air Voids 5.9 %
Average Core Density 94.1 %

Test 7 of 9

DIME Test ID: 2025-10-10-60-7
Test Method: AASHTO T269-24E25: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/12/2025
Date Tested: 11/03/2025
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: Lot 1 SL. 9
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.8 %
Percent Air Voids 2 5.1 %
Average Percent Air Voids 5.4 %
Average Core Density 94.6 %

Test 8 of 9

DIME Test ID: 2025-10-10-60-8
Test Method: AASHTO T308-25: 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: 11/13/2025
Date Tested: 11/07/2025
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: Lot 1 SL. 7
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 2909.5 g
Mass of the specimen and specimen basket assembly prior to ignition 4917.1 g
Corrected Asphalt Binder Content 7.71 %
Mass of HMA Sample prior to ignition 2007.6 g
Mass Loss 175.6 g
Mass of aggregate remaining after ignition 1832 g
Correction Factor (Percent by mass of HMA Specimen) 0.89 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 538 C

Test 9 of 9

DIME Test ID: 2025-10-10-60-9
Test Method: AASHTO T308-25: 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: 11/17/2025
Date Tested: 11/14/2025
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: Lot 1 SL. 8
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3559.1 g
Mass of the specimen and specimen basket assembly prior to ignition 5560.8 g
Corrected Asphalt Binder Content 8.2 %
Mass of HMA Sample prior to ignition 2001.7 g
Mass Loss 185 g
Mass of aggregate remaining after ignition 1816.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.89 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 538 C