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Sample Record for 2023-04-13-58

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Project Information

Project ID: 209820 DEA: 04297634 EFIS: 0415000040 COOP: 042548 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-84,680-17.9/21
Work Description: ROUTE 84 WIDENING (4-LANE EXPRESSWAY) FROM I-680 TO PIGEON PASS, INCLUDING INTERSECTION, DRAINAGE IMPROVEMENTS AND UTILITY RELOCATION.
Location Description: ALAMEDA COUNTY IN AND NEAR SUNOL, PLEASANTON, AND LIVERMORE ON ROUTE 84 FROM 0.1 MILE EAST OF ROUTE 680 TO 0.1 MILE SOUTH OF RUBY HILL DRIVE AND ON ROUTE 680 FROM 1.2 MILES SOUTH TO 1.8 MILES NORTH OF ROUTE 84
Contractor Name: Bay Cities Paving & Grading
Contractor Address: 1450 Civic Ct. BLDG B #400, Concord CA, 94520
Resident Engineer: Paramjit Pandher Structure Rep.: Ehab Wahed

Sample Information

DIME Sample ID: 2023-04-13-58
TL Number from the TL Form: C671688
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: 04/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/14/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: Hot Mix Asphalt
From where was the sample collected: Job Site
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: 7
Sublot number: 8
HMA Mix Number: 220304
Test results on following page(s): 10

Test Results

Test 1 of 10

DIME Test ID: 2023-04-13-58-1
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: 05/05/2023
Date Tested: 04/17/2023
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: Lot 7 Sublot 8
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.393
Bulk Specific Gravity 2 2.391
Bulk Specific Gravity 3 2.358
Average Bulk Specific Gravity 2.381

Test 2 of 10

DIME Test ID: 2023-04-13-58-2
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: 05/05/2023
Date Tested: 04/18/2023
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: Lot 7 Sublot 8
Test Result Compliance: not applicable
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 7337.4 grams
Mass of oven-dry sample in air for Sample 1 2559.1 grams
Mass of container filled with the sample and water for Sample 1 8882.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.523
Theoretical maximum density at 25°C (77°F) 2515.7 kg/m^3

Test 3 of 10

DIME Test ID: 2023-04-13-58-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/05/2023
Date Tested: 04/18/2023
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: Lot 7 Sublot 8
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.2 %
Percent Air Voids 2 5.2 %
Percent Air Voids 3 6.5 %
Percent Air Voids Average 5.6 %

Test 4 of 10

DIME Test ID: 2023-04-13-58-4
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: 05/05/2023
Date Tested: 04/17/2023
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: Lot 7 Sublot 9
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.407
Bulk Specific Gravity 2 2.377
Bulk Specific Gravity 3 2.432
Average Bulk Specific Gravity 2.405

Test 5 of 10

DIME Test ID: 2023-04-13-58-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/05/2023
Date Tested: 04/18/2023
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: Lot 7 Sublot 9
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.6 %
Percent Air Voids 2 5.8 %
Percent Air Voids 3 3.6 %
Percent Air Voids Average 4.7 %

Test 6 of 10

DIME Test ID: 2023-04-13-58-6
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: 05/05/2023
Date Tested: 04/18/2023
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: Lot 7 Sublot 10
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.397

Test 7 of 10

DIME Test ID: 2023-04-13-58-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/05/2023
Date Tested: 04/18/2023
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: Lot 7 Sublot 10
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.0 %

Test 8 of 10

DIME Test ID: 2023-04-13-58-8
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: 05/05/2023
Date Tested: 04/18/2023
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: Lot 7 Sublot 8
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 2901.6 g
Mass of the specimen and specimen basket assembly prior to ignition 5012.2 g
Mass of HMA Sample prior to ignition 2110.6 g
Corrected Asphalt Binder Content 4.63 %
Mass Loss 121.8 g
Mass of aggregate remaining after ignition 1988.8 g
Correction Factor (Percent by mass of HMA Specimen) 1.00 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.14 %
Test Temperature 482 C

Test 9 of 10

DIME Test ID: 2023-04-13-58-9
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: 05/05/2023
Date Tested: 05/01/2023
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: Lot 7 Sublot 9
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 2899.1 g
Mass of the specimen and specimen basket assembly prior to ignition 4957.0 g
Mass of HMA Sample prior to ignition 2057.9 g
Corrected Asphalt Binder Content 4.86 %
Mass Loss 123.6 g
Mass of aggregate remaining after ignition 1934.3 g
Correction Factor (Percent by mass of HMA Specimen) 1.00 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.15 %
Test Temperature 482 C

Test 10 of 10

DIME Test ID: 2023-04-13-58-10
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: 05/05/2023
Date Tested: 05/02/2023
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: Lot 7 Sublot 10
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 2887.4 g
Mass of the specimen and specimen basket assembly prior to ignition 4979.9 g
Mass of HMA Sample prior to ignition 2092.5 g
Corrected Asphalt Binder Content 5.07 %
Mass Loss 130.0 g
Mass of aggregate remaining after ignition 1962.5 g
Correction Factor (Percent by mass of HMA Specimen) 1.00 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.14 %
Test Temperature 482 C