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Sample Record for 2026-05-06-56

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Project Information

Project ID: 993454 DEA: 040K8004 EFIS: 0416000141 COOP: 042892 QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-13.7
Work Description: CONSTRUCT ROUNDABOUT, CURB RAMPS AND SW, SIGNAL AND LIGHTING SYSTEMS.
Location Description: MARIN COUNTY IN SAN RAFAEL AT FREITAS PARKWAY OVERCROSSING
Contractor Name: GHILOTTI BROS., INC.
Contractor Address: 525 JACOBY STREET, SAN RAFAEL CA 94901
Resident Engineer: Dawit Habteselassie Structure Rep.: Jeremy Light

Sample Information

DIME Sample ID: 2026-05-06-56
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Richmond Field Laboratory
Sample Organization Contact: (510) 385-7413
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/06/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/06/2026
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: L1SL2
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dutra San Rafael

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
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): 7

Test Results

Test

DIME Test ID: 2026-05-06-56-1
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: 05/14/2026
Date Tested: 05/06/2026
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Blvd.,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94804
Organization Email: ignacio.arechiga@dot.ca.gov
Organization Phone: (510) 385-7413
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 2
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7381 grams
Mass of oven-dry sample in air for Sample 1 2575.9 grams
Mass of container filled with the sample and water for Sample 1 8921.8 grams
Mass of container filled with water 7381 grams
Mass of oven-dry sample in air for Sample 2 2568.6 grams
Mass of container filled with the sample and water for Sample 2 8916.3 grams
Temperature of Water 72 °F
Specific Gravity for Sample 1 2.489
Specific Gravity for Sample 2 2.486
Average Specific Gravity 2.487
Theoretical maximum density at 25°C (77°F) 154.8 lb/ft^3

Test

DIME Test ID: 2026-05-06-56-3
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: 05/14/2026
Date Tested: 05/06/2026
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Blvd.,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94804
Organization Email: ignacio.arechiga@dot.ca.gov
Organization Phone: (510) 385-7413
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.335
Bulk Specific Gravity 2 2.338
Bulk Specific Gravity 3 2.303
Average Bulk Specific Gravity 2.325

Test

DIME Test ID: 2026-05-06-56-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/14/2026
Date Tested: 05/06/2026
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Blvd.,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94804
Organization Email: ignacio.arechiga@dot.ca.gov
Organization Phone: (510) 385-7413
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.7 %
Percent Air Voids 2 5.5 %
Percent Air Voids 3 6.9 %
Average Percent Air Voids 6 %
Average Core Density 94 %

Test

DIME Test ID: 2026-05-06-56-5
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: 05/14/2026
Date Tested: 05/06/2026
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Blvd.,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94804
Organization Email: ignacio.arechiga@dot.ca.gov
Organization Phone: (510) 385-7413
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 2888.6 g
Mass of the specimen and specimen basket assembly prior to ignition 4975.2 g
Corrected Asphalt Binder Content 4.9 %
Mass of HMA Sample prior to ignition 2086.6 g
Mass Loss 120.3 g
Mass of aggregate remaining after ignition 1966.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.73 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C

Test

DIME Test ID: 2026-05-06-56-6
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)
Verified Date: 05/14/2026
Date Tested: 05/06/2026
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Blvd.,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94804
Organization Email: ignacio.arechiga@dot.ca.gov
Organization Phone: (510) 385-7413
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 2849.9 g
Mass of the specimen and specimen basket assembly prior to ignition 4894.4 g
Corrected Asphalt Binder Content 4.84 %
Mass of HMA Sample prior to ignition 2044.5 g
Mass Loss 116.9 g
Mass of aggregate remaining after ignition 1927.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.73 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 538 C

Test

DIME Test ID: 2026-05-06-56-7
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: 05/14/2026
Date Tested: 05/06/2026
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Blvd.,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94804
Organization Email: ignacio.arechiga@dot.ca.gov
Organization Phone: (510) 385-7413
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 2860.9 g
Mass of the specimen and specimen basket assembly prior to ignition 4884.7 g
Mass of HMA Sample prior to ignition 2023.8 g
Corrected Asphalt Binder Content 4.87 %
Mass Loss 116.4 g
Mass of aggregate remaining after ignition 1907.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.73 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 538 C