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Sample Record for 2023-04-02-18

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Project Information

Project ID: 215003 DEA: 040J6204 EFIS: 0414000019 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-680-12.4/21.9
Work Description: REHABILITATE PAVEMENT - RPL APP/DEP SLABS, 14 BRIDGES
Location Description: ALAMEDA COUNTY AT SUNOL AND IN PLEASANTON AND DUBLIN FROM KOOPMANN ROAD UNDERCROSSING TO ALAMEDA COUNTY LINE
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361
Resident Engineer: Eddie Dike Structure Rep.: Betty Geng

Sample Information

DIME Sample ID: 2023-04-02-18
TL Number from the TL Form: C369719
Sample Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Sample Organization Contact: (510) 224-6127
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/02/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/02/2023
The quantity of what the sample constitutes: 750 tons
A brief description of the sample: Hot mix asphalt
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 220304
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-04-02-18-1
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: 04/26/2023
Date Tested: 04/12/2023
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: NB 680 Median Shoulder - Night of 4/2/2023
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.39
Bulk Specific Gravity 2 2.351
Bulk Specific Gravity 3 2.376
Average Bulk Specific Gravity 2.372

Test 2 of 6

DIME Test ID: 2023-04-02-18-2
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: 04/26/2023
Date Tested: 04/12/2023
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: NB 680 Median Shoulder - Night of 4/2/2023
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.37

Test 3 of 6

DIME Test ID: 2023-04-02-18-3
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: 04/26/2023
Date Tested: 04/12/2023
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: NB 680 Median Shoulder - Night of 4/2/2023
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 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 7339.4 grams
Mass of oven-dry sample in air for Sample 1 2555 grams
Mass of container filled with the sample and water for Sample 1 8873.9 grams
Temperature of Water no data0 °F
Specific Gravity for Sample 1 2.504
Theoretical maximum density at 25°C (77°F) 2496.7 kg/m^3

Test 4 of 6

DIME Test ID: 2023-04-02-18-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/26/2023
Date Tested: 04/12/2023
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: NB 680 Media Shoulder - Night of 4/2/2023
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.6 %
Percent Air Voids 2 6.1 %
Percent Air Voids 3 5.1 %
Average Percent Air Voids 5.3 %

Test 5 of 6

DIME Test ID: 2023-04-02-18-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/26/2023
Date Tested: 04/12/2023
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: NB 680 Media Shoulder - Night of 4/2/2023
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.4 %

Test 6 of 6

DIME Test ID: 2023-04-02-18-6
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: 04/26/2023
Date Tested: 04/14/2023
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Sampled @ Station 435+00 Night of 4/2/2023
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 3095.6 g
Mass of the specimen and specimen basket assembly prior to ignition 5235.3 g
Mass of HMA Sample prior to ignition 2139.7 g
Corrected Asphalt Binder Content 4.94 %
Mass Loss 130 g
Mass of aggregate remaining after ignition 2009.7 g
Correction Factor (Percent by mass of HMA Specimen) 1 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 482 C