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Sample Record for 2023-09-14-80

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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: 2023-09-14-80
TL Number from the TL Form: C0914110
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: 09/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/15/2023
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: 1
Sublot number: 10
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): 10

Test Results

Test 1 of 10

DIME Test ID: 2023-09-14-80-1
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: 10/16/2023
Date Tested: 09/19/2023
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 10
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.361
Bulk Specific Gravity 2 2.405
Bulk Specific Gravity 3 2.405
Average Bulk Specific Gravity 2.39

Test 2 of 10

DIME Test ID: 2023-09-14-80-2
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: 10/16/2023
Date Tested: 09/19/2023
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 10
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 2535.2 grams
Mass of container filled with the sample and water for Sample 1 8869 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.526
Theoretical maximum density at 25°C (77°F) 2519 kg/m^3

Test 3 of 10

DIME Test ID: 2023-09-14-80-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/16/2023
Date Tested: 09/15/2023
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 10
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 6.5 %
Percent Air Voids 2 4.8 %
Percent Air Voids 3 4.8 %
Average Percent Air Voids 5.4 %

Test 4 of 10

DIME Test ID: 2023-09-14-80-4
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: 10/16/2023
Date Tested: 09/19/2023
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 11
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.395
Bulk Specific Gravity 2 2.402
Bulk Specific Gravity 3 2.4
Average Bulk Specific Gravity 2.399

Test 5 of 10

DIME Test ID: 2023-09-14-80-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/16/2023
Date Tested: 09/19/2023
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 11
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.2 %
Percent Air Voids 2 4.9 %
Percent Air Voids 3 5 %
Average Percent Air Voids 5 %

Test 6 of 10

DIME Test ID: 2023-09-14-80-6
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: 10/16/2023
Date Tested: 09/19/2023
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 12
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.404

Test 7 of 10

DIME Test ID: 2023-09-14-80-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/16/2023
Date Tested: 09/19/2023
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 12
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.8 %

Test 8 of 10

DIME Test ID: 2023-09-14-80-8
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: 10/16/2023
Date Tested: 09/19/2023
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 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 2888.4 g
Mass of the specimen and specimen basket assembly prior to ignition 5091.5 g
Mass of HMA Sample prior to ignition 2203.1 g
Corrected Asphalt Binder Content 4.87 %
Mass Loss 126.7 g
Mass of aggregate remaining after ignition 2076.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.74 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 482 C

Test 9 of 10

DIME Test ID: 2023-09-14-80-9
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: 10/16/2023
Date Tested: 10/04/2023
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 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 2903.4 g
Mass of the specimen and specimen basket assembly prior to ignition 4956.4 g
Mass of HMA Sample prior to ignition 2053 g
Corrected Asphalt Binder Content 5.15 %
Mass Loss 124.1 g
Mass of aggregate remaining after ignition 1928.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.74 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 482 C

Test 10 of 10

DIME Test ID: 2023-09-14-80-10
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: 10/16/2023
Date Tested: 10/06/2023
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 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 2891.5 g
Mass of the specimen and specimen basket assembly prior to ignition 4957.6 g
Mass of HMA Sample prior to ignition 2066.1 g
Corrected Asphalt Binder Content 5.18 %
Mass Loss 125.5 g
Mass of aggregate remaining after ignition 1940.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.74 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 482 C