Sample Record for 2025-10-07-66
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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: 2025-10-07-66
TL Number from the TL Form: C771477
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: 10/07/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/08/2025
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: 3
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
Test
DIME Test ID: 2025-10-07-66-1
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: 11/03/2025
Date Tested: 10/23/2025
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. 3 (Core 3C)
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.197
|
Test
DIME Test ID: 2025-10-07-66-2
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: 11/03/2025
Date Tested: 10/23/2025
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. 4
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.19
|
|
Bulk Specific Gravity 2
|
2.219
|
|
Bulk Specific Gravity 3
|
2.216
|
|
Average Bulk Specific Gravity
|
2.208
|
Test
DIME Test ID: 2025-10-07-66-3
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: 11/03/2025
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. 3
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
|
2503.4 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8781 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.369
|
|
Theoretical maximum density at 25°C (77°F)
|
2362 kg/m^3
|
Test
DIME Test ID: 2025-10-07-66-4
Test Method: AASHTO T269-24E25: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/03/2025
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. 3
Test Result Compliance: complies
Additional Comments When Verified:
Test
DIME Test ID: 2025-10-07-66-5
Test Method: AASHTO T269-24E25: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/03/2025
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. 4
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
7.6 %
|
|
Percent Air Voids 2
|
6.3 %
|
|
Percent Air Voids 3
|
6.5 %
|
|
Average Percent Air Voids
|
6.8 %
|
|
Average Core Density
|
93.2 %
|
Test
DIME Test ID: 2025-10-07-66-6
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)
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 Gibraltar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
This test has been superseded on 11/05/2025. The corrected test ID is: 2025-10-07-66-8
Reason: retested
Test
DIME Test ID: 2025-10-07-66-7
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)
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 Gibraltar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
This test has been superseded on 11/05/2025. The corrected test ID is: 2025-10-07-66-9
Reason: retested
Test
DIME Test ID: 2025-10-07-66-8
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: 11/05/2025
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. 3
The test was superseded from test ID: 2025-10-07-66-6
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
|
3561.4 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5585.8 g
|
|
Corrected Asphalt Binder Content
|
7.85 %
|
|
Mass of HMA Sample prior to ignition
|
2024.4 g
|
|
Mass Loss
|
179.9 g
|
|
Mass of aggregate remaining after ignition
|
1844.5 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
DIME Test ID: 2025-10-07-66-9
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: 11/05/2025
Date Tested: 11/04/2025
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. 4
The test was superseded from test ID: 2025-10-07-66-7
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 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4923.7 g
|
|
Corrected Asphalt Binder Content
|
7.5 %
|
|
Mass of HMA Sample prior to ignition
|
2014.7 g
|
|
Mass Loss
|
172 g
|
|
Mass of aggregate remaining after ignition
|
1842.7 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.89 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.15 %
|
|
Test Temperature
|
538 C
|
