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Sample Record for 2024-06-10-83

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Project Information

Project ID: 993825 DEA: 040Q30U4 EFIS: 0420000235 COOP: 042830A3,042830A4 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA,CC-680-R11.0/R21.9,R0.0/R0.9
Work Description: PRECAST CONC PVMT, ELECTRONIC TOLL SYSTEM, JPCP, CB & STRUCTURAL CONC
Location Description: ALAMEDA AND CONTRA COSTA COUNTIES AT SUNOL AND IN SAN RAMON BETWEEN 0.4 MILE SOUTH OF CALAVERAS ROAD UNDERCROSSING TO 0.9 MILE NORTH OF ALCOSTA BOULEVARD OVERCROSSING
Contractor Name: BAY CITIES PAVING & GRADING (Jason Ochoa)
Contractor Address: 1450 CIVIC CT, BLDG B #400, CONCORD, CA 94520
Resident Engineer: Yannaing Tun Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-06-10-83
TL Number from the TL Form: C772177
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: 06/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/12/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA-SP Type A
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 5
Sublot number: 12
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): 16

Test Results

Test 1 of 16

DIME Test ID: 2024-06-10-83-1
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: 06/18/2024
Date Tested: 06/14/2024
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 5 Sublot 12
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 2910.5 g
Mass of the specimen and specimen basket assembly prior to ignition 4919.6 g
Mass of HMA Sample prior to ignition 2009.1 g
Corrected Asphalt Binder Content 4.82 %
Mass Loss 123.5 g
Mass of aggregate remaining after ignition 1885.6 g
Correction Factor (Percent by mass of HMA Specimen) 1.19 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 481 C

Test 2 of 16

DIME Test ID: 2024-06-10-83-2
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: 06/18/2024
Date Tested: 06/14/2024
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 5 Sublot 13
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 2862.7 g
Mass of the specimen and specimen basket assembly prior to ignition 4884.9 g
Mass of HMA Sample prior to ignition 2022.2 g
Corrected Asphalt Binder Content 4.82 %
Mass Loss 124.5 g
Mass of aggregate remaining after ignition 1897.7 g
Correction Factor (Percent by mass of HMA Specimen) 1.19 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 482 C

Test 3 of 16

DIME Test ID: 2024-06-10-83-3
Test Method: AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Verified Date: 06/18/2024
Date Tested: 06/07/2024
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 5 Sublot 12
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 3
Bulk Specific Gravity 1 2.376
Bulk Specific Gravity 2 2.39
Bulk Specific Gravity 3 2.397
Percent of water absorbed by volume 1 0.57 %
Percent of water absorbed by volume 2 0.42 %
Percent of water absorbed by volume 3 0.41 %
Average Bulk Specific Gravity 2.388

Test 4 of 16

DIME Test ID: 2024-06-10-83-4
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: 06/18/2024
Date Tested: 06/06/2024
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 5 Sublot 12
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 7335.6 grams
Mass of oven-dry sample in air for Sample 1 2529 grams
Mass of container filled with the sample and water for Sample 1 8856.5 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.509
Theoretical maximum density at 25°C (77°F) 2501.7 kg/m^3

Test 5 of 16

DIME Test ID: 2024-06-10-83-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/18/2024
Date Tested: 06/07/2024
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 5 Sublot 12
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.3 %
Percent Air Voids 2 4.7 %
Percent Air Voids 3 4.5 %
Average Percent Air Voids 4.8 %

Test 6 of 16

DIME Test ID: 2024-06-10-83-6
Test Method: AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Verified Date: 06/18/2024
Date Tested: 06/07/2024
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 5 Sublot 13
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 2
Bulk Specific Gravity 1 2.34
Bulk Specific Gravity 2 2.338
Percent of water absorbed by volume 1 0.74 %
Percent of water absorbed by volume 2 0.66 %
Average Bulk Specific Gravity 2.339

Test 7 of 16

DIME Test ID: 2024-06-10-83-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/18/2024
Date Tested: 06/07/2024
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 5 Sublot 13
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 6.7 %
Percent Air Voids 2 6.8 %
Average Percent Air Voids 6.8 %

Test 8 of 16

DIME Test ID: 2024-06-10-83-8
Test Method: AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Verified Date: 06/18/2024
Date Tested: 06/07/2024
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 5 Sublot 14
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 3
Bulk Specific Gravity 1 2.315
Bulk Specific Gravity 2 2.406
Bulk Specific Gravity 3 2.401
Percent of water absorbed by volume 1 1.55 %
Percent of water absorbed by volume 2 0.15 %
Percent of water absorbed by volume 3 0.25 %
Average Bulk Specific Gravity 2.374

Test 9 of 16

DIME Test ID: 2024-06-10-83-9
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/18/2024
Date Tested: 06/14/2024
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 5 Sublot 14
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 7.7 %
Percent Air Voids 2 4.1 %
Percent Air Voids 3 4.3 %
Average Percent Air Voids 5.4 %

Test 10 of 16

DIME Test ID: 2024-06-10-83-10
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: 06/20/2024
Date Tested: 06/19/2024
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 5 Sublot 13 (Core 5-13A)
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.269

Test 11 of 16

DIME Test ID: 2024-06-10-83-11
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/20/2024
Date Tested: 06/19/2024
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 5 Sublot 13 (Core 5-13A)
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 9.6 %

Test 12 of 16

DIME Test ID: 2024-06-10-83-12
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: 06/20/2024
Date Tested: 06/17/2024
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 5 Sublot 15
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 7335.6 grams
Mass of oven-dry sample in air for Sample 1 2525.2 grams
Mass of container filled with the sample and water for Sample 1 8856.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.515
Theoretical maximum density at 25°C (77°F) 2508 kg/m^3

Test 13 of 16

DIME Test ID: 2024-06-10-83-13
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: 06/20/2024
Date Tested: 06/19/2024
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 5 Sublot 15
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.328
Bulk Specific Gravity 2 2.293
Bulk Specific Gravity 3 2.336
Average Bulk Specific Gravity 2.319

Test 14 of 16

DIME Test ID: 2024-06-10-83-14
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/20/2024
Date Tested: 06/19/2024
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 5 Sublot 15
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 7.4 %
Percent Air Voids 2 8.8 %
Percent Air Voids 3 7.1 %
Average Percent Air Voids 7.8 %

Test 15 of 16

DIME Test ID: 2024-06-10-83-15
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: 06/20/2024
Date Tested: 06/18/2024
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 5 Sublot 14
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 2894.5 g
Mass of the specimen and specimen basket assembly prior to ignition 4909.5 g
Mass of HMA Sample prior to ignition 2015 g
Corrected Asphalt Binder Content 4.88 %
Mass Loss 125.4 g
Mass of aggregate remaining after ignition 1889.6 g
Correction Factor (Percent by mass of HMA Specimen) 1.19 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 482 C

Test 16 of 16

DIME Test ID: 2024-06-10-83-16
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: 06/21/2024
Date Tested: 06/20/2024
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 5 Sublot 3
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 2913.8 g
Mass of the specimen and specimen basket assembly prior to ignition 4439.7 g
Mass of HMA Sample prior to ignition 1525.9 g
Corrected Asphalt Binder Content 7.36 %
Mass Loss 120 g
Mass of aggregate remaining after ignition 1405.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.3 %
Moisture Content no data0 %
Temperature Compensation Factor 0.2 %
Test Temperature 482 C