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Sample Record for 2024-03-16-21

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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: 2024-03-16-21
TL Number from the TL Form:
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: 03/16/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/27/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" HMA w/25% RAP
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: 4
Sublot number: 1
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): 17

Test Results

Test 1 of 17

DIME Test ID: 2024-03-16-21-1
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: 03/28/2024
Date Tested: 03/20/2024
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 4 SL 1
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 3
Bulk Specific Gravity 1 2.349
Bulk Specific Gravity 2 2.395
Bulk Specific Gravity 3 2.399
Percent of water absorbed by volume 1 0.95 %
Percent of water absorbed by volume 2 0.61 %
Percent of water absorbed by volume 3 0.56 %
Average Bulk Specific Gravity 2.381

Test 2 of 17

DIME Test ID: 2024-03-16-21-2
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: 03/28/2024
Date Tested: 03/28/2024
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 4 Sublot 1
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 7337.4 grams
Mass of oven-dry sample in air for Sample 1 2535.3 grams
Mass of container filled with the sample and water for Sample 1 8859.2 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.502
Theoretical maximum density at 25°C (77°F) 2494.7 kg/m^3

Test 3 of 17

DIME Test ID: 2024-03-16-21-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/28/2024
Date Tested: 03/28/2024
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 4 Sublot 1
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 6.1 %
Percent Air Voids 2 4.3 %
Percent Air Voids 3 4.1 %
Average Percent Air Voids 4.8 %

Test 4 of 17

DIME Test ID: 2024-03-16-21-4
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: 03/28/2024
Date Tested: 03/21/2024
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 4 SL. 2
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 3
Bulk Specific Gravity 1 2.383
Bulk Specific Gravity 2 2.375
Bulk Specific Gravity 3 2.381
Percent of water absorbed by volume 1 0.62 %
Percent of water absorbed by volume 2 0.63 %
Percent of water absorbed by volume 3 0.33 %
Average Bulk Specific Gravity 2.38

Test 5 of 17

DIME Test ID: 2024-03-16-21-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/28/2024
Date Tested: 03/21/2024
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 4 SL. 2
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.8 %
Percent Air Voids 2 5.1 %
Percent Air Voids 3 4.8 %
Average Percent Air Voids 4.9 %

Test 6 of 17

DIME Test ID: 2024-03-16-21-6
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: 03/28/2024
Date Tested: 03/21/2024
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 4 SL 3
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 3
Bulk Specific Gravity 1 2.383
Bulk Specific Gravity 2 2.395
Bulk Specific Gravity 3 2.402
Percent of water absorbed by volume 1 0.29 %
Percent of water absorbed by volume 2 0.35 %
Percent of water absorbed by volume 3 0.32 %
Average Bulk Specific Gravity 2.393

Test 7 of 17

DIME Test ID: 2024-03-16-21-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/28/2024
Date Tested: 03/28/2024
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 4 SL 3
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.8 %
Percent Air Voids 2 4.3 %
Percent Air Voids 3 4 %
Average Percent Air Voids 4.4 %

Test 8 of 17

DIME Test ID: 2024-03-16-21-8
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: 03/28/2024
Date Tested: 03/21/2024
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 4 SL 4
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 3
Bulk Specific Gravity 1 2.359
Bulk Specific Gravity 2 2.351
Bulk Specific Gravity 3 2.405
Percent of water absorbed by volume 1 0.64 %
Percent of water absorbed by volume 2 0.69 %
Percent of water absorbed by volume 3 0.27 %
Average Bulk Specific Gravity 2.372

Test 9 of 17

DIME Test ID: 2024-03-16-21-9
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/28/2024
Date Tested: 03/28/2024
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 4 SL 4
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.7 %
Percent Air Voids 2 6 %
Percent Air Voids 3 3.9 %
Average Percent Air Voids 5.2 %

Test 10 of 17

DIME Test ID: 2024-03-16-21-10
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: 03/28/2024
Date Tested: 03/21/2024
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 4 SL. 5
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
Bulk Specific Gravity 1 2.401
Percent of water absorbed by volume 1 0.26 %

Test 11 of 17

DIME Test ID: 2024-03-16-21-11
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/28/2024
Date Tested: 03/28/2024
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 4 SL. 5
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4 %

Test 12 of 17

DIME Test ID: 2024-03-16-21-12
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: 04/02/2024
Date Tested: 03/29/2024
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: PSUE Sample (Lot 4 SL 1) (Burn #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 2863.7 g
Mass of the specimen and specimen basket assembly prior to ignition 4950.6 g
Mass of HMA Sample prior to ignition 2086.9 g
Corrected Asphalt Binder Content 4.57 %
Mass Loss 123.1 g
Mass of aggregate remaining after ignition 1963.8 g
Correction Factor (Percent by mass of HMA Specimen) 1.19 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 482 C

Test 13 of 17

DIME Test ID: 2024-03-16-21-13
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: 04/02/2024
Date Tested: 03/29/2024
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: PSUE Sample (Lot 4 Sublot 1) (Burn #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 2894.7 g
Mass of the specimen and specimen basket assembly prior to ignition 4957.1 g
Mass of HMA Sample prior to ignition 2062.4 g
Corrected Asphalt Binder Content 4.46 %
Mass Loss 119.7 g
Mass of aggregate remaining after ignition 1942.7 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 14 of 17

DIME Test ID: 2024-03-16-21-14
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: 04/05/2024
Date Tested: 04/01/2024
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 4 Sublot 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 2862.7 g
Mass of the specimen and specimen basket assembly prior to ignition 4896.2 g
Mass of HMA Sample prior to ignition 2033.5 g
Corrected Asphalt Binder Content 4.7 %
Mass Loss 122.9 g
Mass of aggregate remaining after ignition 1910.6 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 15 of 17

DIME Test ID: 2024-03-16-21-15
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: 04/05/2024
Date Tested: 04/02/2024
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 4 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 2910.8 g
Mass of the specimen and specimen basket assembly prior to ignition 4951.2 g
Mass of HMA Sample prior to ignition 2040.4 g
Corrected Asphalt Binder Content 4.7 %
Mass Loss 123.2 g
Mass of aggregate remaining after ignition 1917.2 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 17

DIME Test ID: 2024-03-16-21-16
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: 04/05/2024
Date Tested: 04/03/2024
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 4 Sublot 4
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 2893.8 g
Mass of the specimen and specimen basket assembly prior to ignition 4914.3 g
Mass of HMA Sample prior to ignition 2020.5 g
Corrected Asphalt Binder Content 5 %
Mass Loss 128.2 g
Mass of aggregate remaining after ignition 1892.3 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 17 of 17

DIME Test ID: 2024-03-16-21-17
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: 04/05/2024
Date Tested: 04/04/2024
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 4 Sublot 5
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 2910.4 g
Mass of the specimen and specimen basket assembly prior to ignition 4934.7 g
Mass of HMA Sample prior to ignition 2024.3 g
Corrected Asphalt Binder Content 4.43 %
Mass Loss 116.8 g
Mass of aggregate remaining after ignition 1907.5 g
Correction Factor (Percent by mass of HMA Specimen) 1.19 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 482 C