Print Report | Back to Sample Detail

Sample Record for 2024-03-17-23

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

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: 2024-03-17-23
TL Number from the TL Form: C317243
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: 03/17/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/18/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2"RHMA-G
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: RHMA-G
HMA Grading: 1/2 inch
Lot number: 3
Sublot number: 1
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): 11

Test Results

Test 1 of 11

DIME Test ID: 2024-03-17-23-1
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: 04/12/2024
Date Tested: 03/25/2024
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 3 Sublot 1
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 2
Bulk Specific Gravity 1 2.306
Bulk Specific Gravity 2 2.212
Percent of water absorbed by volume 1 0.37 %
Percent of water absorbed by volume 2 1.61 %
Average Bulk Specific Gravity 2.259

Test 2 of 11

DIME Test ID: 2024-03-17-23-2
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: 04/12/2024
Date Tested: 04/10/2024
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 3 Sublot 1 (PSUE Sample)
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of Samples 2
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 1600.8 grams
Mass of container filled with the sample and water for Sample 1 8275.5 grams
Mass of container filled with water 2 7337.4 grams
Mass of oven-dry sample in air for Sample 2 1547.5 grams
Mass of container filled with the sample and water for Sample 2 8239.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.416
Specific Gravity for Sample 2 2.399
Average Specific Gravity 2.407
Theoretical maximum density at 25°C (77°F) 2400 kg/m^3

Test 3 of 11

DIME Test ID: 2024-03-17-23-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/12/2024
Date Tested: 04/10/2024
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 3 Sublot 1 (PSUE sample)
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.2 %
Percent Air Voids 2 8.1 %
Average Percent Air Voids 6.2 %

Test 4 of 11

DIME Test ID: 2024-03-17-23-4
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: 04/12/2024
Date Tested: 03/25/2024
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 3 Sublot 2
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 3
Bulk Specific Gravity 1 2.259
Bulk Specific Gravity 2 2.273
Bulk Specific Gravity 3 2.25
Percent of water absorbed by volume 1 0.55 %
Percent of water absorbed by volume 2 0.84 %
Percent of water absorbed by volume 3 0.78 %
Average Bulk Specific Gravity 2.261

Test 5 of 11

DIME Test ID: 2024-03-17-23-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/12/2024
Date Tested: 04/10/2024
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 3 Sublot 2
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 6.1 %
Percent Air Voids 2 5.6 %
Percent Air Voids 3 6.5 %
Average Percent Air Voids 6.1 %

Test 6 of 11

DIME Test ID: 2024-03-17-23-6
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: 04/12/2024
Date Tested: 04/10/2024
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 3 Sublot 3
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 3
Bulk Specific Gravity 1 2.272
Bulk Specific Gravity 2 2.247
Bulk Specific Gravity 3 2.266
Percent of water absorbed by volume 1 0.77 %
Percent of water absorbed by volume 2 0.8 %
Percent of water absorbed by volume 3 0.63 %
Average Bulk Specific Gravity 2.262

Test 7 of 11

DIME Test ID: 2024-03-17-23-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/12/2024
Date Tested: 04/10/2024
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 3 Sublot 3
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.6 %
Percent Air Voids 2 6.6 %
Percent Air Voids 3 5.9 %
Average Percent Air Voids 6 %

Test 8 of 11

DIME Test ID: 2024-03-17-23-8
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: 04/12/2024
Date Tested: 04/10/2024
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 3 Sublot 1 (PSUE Sample) 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 2862.4 g
Mass of the specimen and specimen basket assembly prior to ignition 4397.3 g
Mass of HMA Sample prior to ignition 1534.9 g
Corrected Asphalt Binder Content 7.56 %
Mass Loss 123.7 g
Mass of aggregate remaining after ignition 1411.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.3 %
Moisture Content no data0 %
Temperature Compensation Factor 0.2 %
Test Temperature 482 C

Test 9 of 11

DIME Test ID: 2024-03-17-23-9
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: 04/12/2024
Date Tested: 04/10/2024
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 3 Sublot 1 (PSUE sample) 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 2910.2 g
Mass of the specimen and specimen basket assembly prior to ignition 4429.1 g
Mass of HMA Sample prior to ignition 1518.9 g
Corrected Asphalt Binder Content 7.39 %
Mass Loss 119.8 g
Mass of aggregate remaining after ignition 1399.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.3 %
Moisture Content no data0 %
Temperature Compensation Factor 0.2 %
Test Temperature 482 C

Test 10 of 11

DIME Test ID: 2024-03-17-23-10
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: 04/12/2024
Date Tested: 04/11/2024
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 3 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 2895.1 g
Mass of the specimen and specimen basket assembly prior to ignition 4524.4 g
Mass of HMA Sample prior to ignition 1629.3 g
Corrected Asphalt Binder Content 7.98 %
Mass Loss 137.9 g
Mass of aggregate remaining after ignition 1491.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.3 %
Moisture Content no data0 %
Temperature Compensation Factor 0.18 %
Test Temperature 482 C

Test 11 of 11

DIME Test ID: 2024-03-17-23-11
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: 04/16/2024
Date Tested: 04/12/2024
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 3 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 2862.5 g
Mass of the specimen and specimen basket assembly prior to ignition 4398.4 g
Mass of HMA Sample prior to ignition 1535.9 g
Corrected Asphalt Binder Content 7.83 %
Mass Loss 127.9 g
Mass of aggregate remaining after ignition 1408 g
Correction Factor (Percent by mass of HMA Specimen) 0.3 %
Moisture Content no data0 %
Temperature Compensation Factor 0.2 %
Test Temperature 482 C