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Sample Record for 2023-09-20-89

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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: 2023-09-20-89
TL Number from the TL Form: C092013
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: 09/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/21/2023
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: RHMA-G
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 3
HMA Mix Number: 326122
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2023-09-20-89-1
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: 10/18/2023
Date Tested: 09/22/2023
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 1, Sublot 3
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.249
Bulk Specific Gravity 2 2.239
Bulk Specific Gravity 3 2.302
Average Bulk Specific Gravity 2.263

Test 2 of 8

DIME Test ID: 2023-09-20-89-2
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: 10/18/2023
Date Tested: 09/22/2023
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 1, Sublot 3
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 1541.3 grams
Mass of container filled with the sample and water for Sample 1 8241.5 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.419
Theoretical maximum density at 25°C (77°F) 2412 kg/m^3

Test 3 of 8

DIME Test ID: 2023-09-20-89-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/18/2023
Date Tested: 09/22/2023
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 1, Sublot 3
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 7 %
Percent Air Voids 2 7.4 %
Percent Air Voids 3 4.8 %
Average Percent Air Voids 6.4 %

Test 4 of 8

DIME Test ID: 2023-09-20-89-4
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: 10/18/2023
Date Tested: 09/22/2023
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 1, Sublot 4
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.242
Bulk Specific Gravity 2 2.177
Bulk Specific Gravity 3 2.17
Average Bulk Specific Gravity 2.196

Test 5 of 8

DIME Test ID: 2023-09-20-89-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/18/2023
Date Tested: 09/22/2023
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 1, Sublot 4
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 7.3 %
Percent Air Voids 2 10 %
Percent Air Voids 3 10.3 %
Average Percent Air Voids 9.2 %

Test 6 of 8

DIME Test ID: 2023-09-20-89-6
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: 10/18/2023
Date Tested: 09/22/2023
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 1, Sublot 3 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 2888.7 g
Mass of the specimen and specimen basket assembly prior to ignition 4564.7 g
Mass of HMA Sample prior to ignition 1676 g
Corrected Asphalt Binder Content 7.34 %
Mass Loss 134.3 g
Mass of aggregate remaining after ignition 1541.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.49 %
Moisture Content no data0 %
Temperature Compensation Factor 0.18 %
Test Temperature 482 C

Test 7 of 8

DIME Test ID: 2023-09-20-89-7
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: 10/18/2023
Date Tested: 09/22/2023
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 1, Sublot 3 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 2858.9 g
Mass of the specimen and specimen basket assembly prior to ignition 4421.5 g
Mass of HMA Sample prior to ignition 1562.6 g
Corrected Asphalt Binder Content 7.33 %
Mass Loss 124.8 g
Mass of aggregate remaining after ignition 1437.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.49 %
Moisture Content no data0 %
Temperature Compensation Factor 0.17 %
Test Temperature 482 C

Test 8 of 8

DIME Test ID: 2023-09-20-89-8
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: 10/18/2023
Date Tested: 10/13/2023
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 1, 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 2911.6 g
Mass of the specimen and specimen basket assembly prior to ignition 4512.6 g
Mass of HMA Sample prior to ignition 1601 g
Corrected Asphalt Binder Content 7.65 %
Mass Loss 133.3 g
Mass of aggregate remaining after ignition 1467.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.49 %
Moisture Content no data0 %
Temperature Compensation Factor 0.19 %
Test Temperature 482 C