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Sample Record for 2024-11-18-24

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Project Information

Project ID: 993184 DEA: 040A7724 EFIS: 0420000288 COOP: 0422825 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-80-6.4/6.8
Work Description: Excavation, HMA, structural concrete, minor concrete and drainage.
Location Description: IN BERKELEY AND ALBANY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.3 MILE SOUTH OF EL CERRITO SEPARATION AND OVERHEAD
Contractor Name: OC Jones (Will Dieterich)
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Gary Tsigelman Structure Rep.: Eric Urementa

Sample Information

DIME Sample ID: 2024-11-18-24
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: 11/18/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/19/2024
The quantity of what the sample constitutes: 4 boxes 75 Tons out
A brief description of the sample: 3/4 HMA Type A
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dutra Richmond

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 9
Sublot number: 1
HMA Mix Number: L240097
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2024-11-18-24-1
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: 12/19/2024
Date Tested: 11/22/2024
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 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 1 7378 grams
Mass of oven-dry sample in air for Sample 1 2522.5 grams
Mass of container filled with the sample and water for Sample 1 8884 grams
Mass of container filled with water 2 7378 grams
Mass of oven-dry sample in air for Sample 2 2562.7 grams
Mass of container filled with the sample and water for Sample 2 8901.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.482
Specific Gravity for Sample 2 2.467
Average Specific Gravity 2.475
Theoretical maximum density at 25°C (77°F) 154.1 lb/ft^3

Test 2 of 5

DIME Test ID: 2024-11-18-24-2
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: 12/19/2024
Date Tested: 11/19/2024
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:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 4557.5 g
Mass of the specimen and specimen basket assembly prior to ignition 6590.6 g
Mass of HMA Sample prior to ignition 2033.1 g
Corrected Asphalt Binder Content 5.25 %
Mass Loss 132.7 g
Mass of aggregate remaining after ignition 1900.4 g
Correction Factor (Percent by mass of HMA Specimen) 1.11 %
Moisture Content no data0 %
Temperature Compensation Factor 0.17 %
Test Temperature 538 F

Test 3 of 5

DIME Test ID: 2024-11-18-24-3
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: 12/19/2024
Date Tested: 11/19/2024
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:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4559.2 g
Mass of the specimen and specimen basket assembly prior to ignition 6603.7 g
Mass of HMA Sample prior to ignition 2044.5 g
Corrected Asphalt Binder Content 5.09 %
Mass Loss 130.2 g
Mass of aggregate remaining after ignition 1914.3 g
Correction Factor (Percent by mass of HMA Specimen) 1.11 %
Moisture Content no data0 %
Temperature Compensation Factor 0.17 %
Test Temperature 538 C

Test 4 of 5

DIME Test ID: 2024-11-18-24-4
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 12/19/2024
Date Tested: 11/19/2024
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:
Is an aggregate correction factor used? No
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 100 %
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the #4 sieve 85 %
Cumulative percent passing the #8 sieve 65 %
Cumulative percent passing the #16 sieve 49 %
Cumulative percent passing the #30 sieve 36 %
Cumulative percent passing the #50 sieve 25 %
Cumulative percent passing the #100 sieve 14 %
Cumulative percent passing the #200 sieve 9.3 %

Test 5 of 5

DIME Test ID: 2024-11-18-24-5
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: 12/19/2024
Date Tested: 11/20/2024
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: RAP
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 4557.2 g
Mass of the specimen and specimen basket assembly prior to ignition 5981.9 g
Mass of HMA Sample prior to ignition 1424.7 g
Corrected Asphalt Binder Content 8.9 %
Mass Loss 130.2 g
Mass of aggregate remaining after ignition 1294.5 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor 0.24 %
Test Temperature 538 C