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Sample Record for 2025-10-29-68

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Project Information

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

Sample Information

DIME Sample ID: 2025-10-29-68
TL Number from the TL Form: 889414
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: 10/29/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/29/2025
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2" RHMA-G WMA SP64-16
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan, Lake Herman

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 6
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): 3

Test Results

Test

DIME Test ID: 2025-10-29-68-1
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: 03/20/2026
Date Tested: 10/29/2025
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:
Additional Comments When Verified:
Bulk Specific Gravity 2.229
Bulk Specific Gravity 2 2.25
Bulk Specific Gravity 3 2.216
Average Bulk Specific Gravity 2.232

Test

DIME Test ID: 2025-10-29-68-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 03/20/2026
Date Tested: 10/29/2025
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: complies
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 7379.8 grams
Mass of oven-dry sample in air for Sample 1 1529.8 grams
Mass of container filled with the sample and water for Sample 1 8280.6 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.432
Theoretical maximum density at 25°C (77°F) 2425 kg/m^3

Test

DIME Test ID: 2025-10-29-68-3
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: 03/20/2026
Date Tested: 11/10/2025
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: Spec Range 7.1 - 8.0
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 2871 g
Mass of the specimen and specimen basket assembly prior to ignition 4495.3 g
Mass of HMA Sample prior to ignition 1624.3 g
Corrected Asphalt Binder Content 8.12 %
Mass Loss 160.4 g
Mass of aggregate remaining after ignition 1463.9 g
Correction Factor (Percent by mass of HMA Specimen) 1.58 %
Moisture Content no data0 %
Temperature Compensation Factor 0.18 %
Test Temperature 538 F