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Sample Record for 2025-08-05-100

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 995174 DEA: 043W5604 EFIS: 0421000388 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-12,80,680-Var
Work Description: POLYESTER CONCRETE OVERLAY.
Location Description: SOLANO COUNTY AT VARIOUS LOCATIONS
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison ave, Sacramento, CA 95838
Resident Engineer: Justen Tatum Structure Rep.: Kambiz Kouchesfahani

Sample Information

DIME Sample ID: 2025-08-05-100
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Hayward Field Laboratory
Sample Organization Contact: (510) 723-0168
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/05/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/08/2025
The quantity of what the sample constitutes: 100Tons
A brief description of the sample: 3/4"HMA-R25-WMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Vallejo

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 1
HMA Mix Number:
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2025-08-05-100-3
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: 10/03/2025
Date Tested: 08/08/2025
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 2
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Specific Gravity for Sample 1 8994.7
Specific Gravity for Sample 2 8876.3
Average Specific Gravity 8935.5
Theoretical maximum density at 25°C (77°F) 2483.9 kg/m^3

Test 2 of 4

DIME Test ID: 2025-08-05-100-4
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: 10/03/2025
Date Tested: 08/08/2025
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 5047.7 g
Corrected Asphalt Binder Content 5.04 %
Mass Loss 120.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.1 %
Moisture Content no data0 %
Temperature Compensation Factor 0.7 %
Test Temperature 482 C

Test 3 of 4

DIME Test ID: 2025-08-05-100-5
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: 10/03/2025
Date Tested: 08/08/2025
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2067.7 g
Corrected Asphalt Binder Content 5.04 %
Mass Loss 120.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.1 %
Moisture Content no data0 %
Temperature Compensation Factor 0.7 %
Test Temperature 482 C

Test 4 of 4

DIME Test ID: 2025-08-05-100-6
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: 10/03/2025
Date Tested: 08/08/2025
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2069.8 g
Corrected Asphalt Binder Content 4.95 %
Mass Loss 119.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.7 %
Moisture Content no data0 %
Temperature Compensation Factor 0.13 %
Test Temperature 482 C

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2025-08-05-100-1AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)10/03/2025Not scheduledSunil ChampaneriaCT D04 - Hayward Field Laboratory
2025-08-05-100-2AASHTO 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)10/03/2025Not scheduledSunil ChampaneriaCT D04 - Hayward Field Laboratory