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Sample Record for 2024-12-03-61

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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: 2024-12-03-61
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: 12/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/04/2024
The quantity of what the sample constitutes: 4 Boxes of HMA
A brief description of the sample: 3/4 RHMA-G WMA
From where was the sample collected: Source
Laboratory sample identification: Rich_24_163
Structure unique identifier:
Structure name: Hwy 80 Gillman ST
The fabricator/manufacturer/facility name: Vulcan Lake Herman Drum Plant

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number: 2
Sublot number: 3
HMA Mix Number: 226120D
Binder content (%):
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: 2024-12-03-61-1
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: 12/19/2024
Date Tested: 12/04/2024
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: L2 SL 3
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed no data
Mass of container filled with water 7378 grams
Mass of oven-dry sample in air for Sample 1 2520.8 grams
Mass of container filled with the sample and water for Sample 1 8837.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.376
Theoretical maximum density at 25°C (77°F) 147.9 lb/ft^3

Test 2 of 4

DIME Test ID: 2024-12-03-61-2
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: 12/19/2024
Date Tested: 12/04/2024
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: L2 SL3
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.2
Bulk Specific Gravity 2 2.296
Average Bulk Specific Gravity 2.248

Test 3 of 4

DIME Test ID: 2024-12-03-61-3
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: 12/04/2024
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 4566.2 g
Mass of the specimen and specimen basket assembly prior to ignition 6584.5 g
Mass of HMA Sample prior to ignition 2018.3 g
Corrected Asphalt Binder Content 7.12 %
Mass Loss 187.1 g
Mass of aggregate remaining after ignition 1831.2 g
Correction Factor (Percent by mass of HMA Specimen) 1.98 %
Moisture Content no data0 %
Temperature Compensation Factor 0.17 %
Test Temperature 538 F

Test 4 of 4

DIME Test ID: 2024-12-03-61-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/23/2024
Date Tested: 12/04/2024
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 7.4 %
Percent Air Voids 2 3.4 %
Average Percent Air Voids 5.4 %
Average Core Density 94.6 %