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Sample Record for 2023-10-27-73

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Project Information

Project ID: 215005 DEA: 044J7504 EFIS: 0416000005 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-84-R0.73/3.06
Work Description: INSTALL OUTER SEPARATION BARRIERS Concrete barrier, shoulder widening, striping, cold plane and overlay.
Location Description: ALAMEDA COUNTY IN FREMONT FROM 0.7 MILE NORTH OF SAN MATEO COUNTY LINE TO 0.1 MILE SOUTH OF TOLL PLAZA
Contractor Name: BAY CITIES PAVING AND GRADING INC
Contractor Address: 55 SANTA CLARA AVE. SUITE 145, OAKLAND, CA 94520
Resident Engineer: Rodelio Baluyot Structure Rep.: Vincent Tang

Sample Information

DIME Sample ID: 2023-10-27-73
TL Number from the TL Form: C666436
Sample Submitted By Organization: CT D04 - Hayward Field Laboratory
Sample Organization Contact: (510) 723-0168
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/30/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2 RHMA-G
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta-Sunol

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: D04 JMF 22 040
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2023-10-27-73-1
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: 11/22/2023
Date Tested: 11/01/2023
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test:
Test Result Compliance:
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 7334.6 grams
Mass of oven-dry sample in air for Sample 1 1691.2 grams
Mass of container filled with the sample and water for Sample 1 8327.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.422
Theoretical maximum density at 25°C (77°F) 2415 kg/m^3

Test 2 of 5

DIME Test ID: 2023-10-27-73-2
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: 11/22/2023
Date Tested: 11/01/2023
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.237
Bulk Specific Gravity 2 2.248
Bulk Specific Gravity 3 2.279
Average Bulk Specific Gravity 2.255

Test 3 of 5

DIME Test ID: 2023-10-27-73-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/22/2023
Date Tested: 11/01/2023
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids 7.6 %
Percent Air Voids 2 7.2 %
Percent Air Voids 3 5.9 %
Percent Air Voids Average 6.9 %

Test 4 of 5

DIME Test ID: 2023-10-27-73-4
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: 11/22/2023
Date Tested: 10/31/2023
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test: Asphalt Content #1
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 3118.8 g
Mass of the specimen and specimen basket assembly prior to ignition 4666.7 g
Mass of HMA Sample prior to ignition 1547.9 g
Corrected Asphalt Binder Content 7.15 %
Mass Loss 129.5 g
Mass of aggregate remaining after ignition 1418.4 g
Correction Factor (Percent by mass of HMA Specimen) 1.03 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.19 %
Test Temperature 538 C

Test 5 of 5

DIME Test ID: 2023-10-27-73-5
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: 11/22/2023
Date Tested: 10/27/2023
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test: Asphalt Content #2
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 3266.0 g
Mass of the specimen and specimen basket assembly prior to ignition 4802.9 g
Mass of HMA Sample prior to ignition 1536.9 g
Corrected Asphalt Binder Content 7.28 %
Mass Loss 130.8 g
Mass of aggregate remaining after ignition 1406.1 g
Correction Factor (Percent by mass of HMA Specimen) 1.03 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.20 %
Test Temperature 538 C