Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000567 DEA: 042K7404 EFIS: 0417000018
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-37-R11.2/14.5
Work Description: COLD PLANE AC PVMT, PLACE RHMA AND REPLACE CONCRETE BARRIER.
Location Description: MARIN COUNTY IN AND NEAR NOVATO FROM IGNACIO OVERHEAD TO PETALUMA RIVER BRIDGE
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: 1450 Civic Street, Concord, CA 94520
Resident Engineer: Christopher Prokop Structure Rep.: Jeremy Light
DIME Sample ID: 2025-10-24-68
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Richmond Field Laboratory
Sample Organization Contact: (510) 231-7151
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/24/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/24/2025
The quantity of what the sample constitutes: 150 tons
A brief description of the sample: 1/2 HMA type A and WMA
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Santa Rosa
DIME Test ID: 2025-10-24-68-1
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: 04/06/2026
Date Tested: 10/27/2025
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test:
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
|
2881 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4954 g
|
|
Mass of HMA Sample prior to ignition
|
2073 g
|
|
Corrected Asphalt Binder Content
|
4.82 %
|
|
Mass Loss
|
126 g
|
|
Mass of aggregate remaining after ignition
|
1947 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.12 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-10-24-68-2
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: 04/06/2026
Date Tested: 10/27/2025
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test:
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
|
2865.7 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4947.7 g
|
|
Corrected Asphalt Binder Content
|
4.4 %
|
|
Mass of HMA Sample prior to ignition
|
2082 g
|
|
Mass Loss
|
117.9 g
|
|
Mass of aggregate remaining after ignition
|
1964.1 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.12 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-10-24-68-3
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: 04/06/2026
Date Tested: 10/27/2025
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
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
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7379.8 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2508.4 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8881 grams
|
|
Mass of container filled with water
|
7379.8 grams
|
|
Mass of oven-dry sample in air for Sample 2
|
2513.4 grams
|
|
Mass of container filled with the sample and water for Sample 2
|
8882.1 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.49
|
|
Specific Gravity for Sample 2
|
2.486
|
|
Average Specific Gravity
|
2.488
|
|
Theoretical maximum density at 25°C (77°F)
|
2480.8 kg/m^3
|
