Print Report | Back to Sample Detail

Sample Record for 2024-04-27-13

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: 2024-04-27-13
TL Number from the TL Form: C427244
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: 04/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/28/2024
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: 4
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

Test 1 of 19

DIME Test ID: 2024-04-27-13-1
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: 05/09/2024
Date Tested: 05/01/2024
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 12
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
Bulk Specific Gravity 1 2.346
Percent of water absorbed by volume 1 0.57 %

Test 2 of 19

DIME Test ID: 2024-04-27-13-2
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: 05/09/2024
Date Tested: 05/03/2024
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 12
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.315
Bulk Specific Gravity 2 2.301
Average Bulk Specific Gravity 2.308

Test 3 of 19

DIME Test ID: 2024-04-27-13-3
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: 05/09/2024
Date Tested: 05/01/2024
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 13
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.288
Bulk Specific Gravity 2 2.267
Bulk Specific Gravity 3 2.256
Average Bulk Specific Gravity 2.27

Test 4 of 19

DIME Test ID: 2024-04-27-13-4
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: 05/09/2024
Date Tested: 05/01/2024
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 12
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 2524.3 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 2.512
Theoretical maximum density at 25°C (77°F) 2505 kg/m^3

Test 5 of 19

DIME Test ID: 2024-04-27-13-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/09/2024
Date Tested: 05/01/2024
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 12
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 6.6 %

Test 6 of 19

DIME Test ID: 2024-04-27-13-6
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/09/2024
Date Tested: 05/01/2024
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 12
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 7.8 %
Percent Air Voids 2 8.4 %
Average Percent Air Voids 8.1 %

Test 7 of 19

DIME Test ID: 2024-04-27-13-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/09/2024
Date Tested: 05/01/2024
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 13
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 8.9 %
Percent Air Voids 2 9.8 %
Percent Air Voids 3 10.2 %
Average Percent Air Voids 9.6 %

Test 8 of 19

DIME Test ID: 2024-04-27-13-8
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: 05/09/2024
Date Tested: 05/03/2024
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 14
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.278
Bulk Specific Gravity 2 2.22
Bulk Specific Gravity 3 2.288
Average Bulk Specific Gravity 2.262

Test 9 of 19

DIME Test ID: 2024-04-27-13-9
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: 05/09/2024
Date Tested: 05/03/2024
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 15
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.275
Bulk Specific Gravity 2 2.313
Bulk Specific Gravity 3 2.287
Average Bulk Specific Gravity 2.292

Test 10 of 19

DIME Test ID: 2024-04-27-13-10
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: 05/09/2024
Date Tested: 05/01/2024
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 14
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 no data
Mass of container filled with water 1 7337.4 grams
Mass of oven-dry sample in air for Sample 1 2524.3 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 2.512
Theoretical maximum density at 25°C (77°F) 2505 kg/m^3

Test 11 of 19

DIME Test ID: 2024-04-27-13-11
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/09/2024
Date Tested: 05/03/2024
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 14
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 9.3 %
Percent Air Voids 2 11.6 %
Percent Air Voids 3 8.9 %
Average Percent Air Voids 9.9 %

Test 12 of 19

DIME Test ID: 2024-04-27-13-12
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/09/2024
Date Tested: 05/03/2024
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 15
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 9.4 %
Percent Air Voids 2 7.9 %
Percent Air Voids 3 9 %
Average Percent Air Voids 8.8 %

Test 13 of 19

DIME Test ID: 2024-04-27-13-13
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: 05/09/2024
Date Tested: 05/03/2024
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 16
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.319
Bulk Specific Gravity 2 2.296
Average Bulk Specific Gravity 2.308

Test 14 of 19

DIME Test ID: 2024-04-27-13-14
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/09/2024
Date Tested: 05/03/2024
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 16
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 7.7 %
Percent Air Voids 2 8.6 %
Average Percent Air Voids 8.2 %

Test 15 of 19

DIME Test ID: 2024-04-27-13-15
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: 05/09/2024
Date Tested: 05/01/2024
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 SL 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 2865 g
Mass of the specimen and specimen basket assembly prior to ignition 4867.3 g
Mass of HMA Sample prior to ignition 2002.3 g
Corrected Asphalt Binder Content 4.39 %
Mass Loss 114.2 g
Mass of aggregate remaining after ignition 1888.1 g
Correction Factor (Percent by mass of HMA Specimen) 1.19 %
Moisture Content no data0 %
Temperature Compensation Factor 0.12 %
Test Temperature 482 C

Test 16 of 19

DIME Test ID: 2024-04-27-13-16
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: 05/09/2024
Date Tested: 05/07/2024
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 4 SL 16
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 2913.1 g
Mass of the specimen and specimen basket assembly prior to ignition 4927.5 g
Mass of HMA Sample prior to ignition 2014.4 g
Corrected Asphalt Binder Content 4.28 %
Mass Loss 113.2 g
Mass of aggregate remaining after ignition 1901.2 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 17 of 19

DIME Test ID: 2024-04-27-13-17
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: 05/09/2024
Date Tested: 05/08/2024
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 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 2912.7 g
Mass of the specimen and specimen basket assembly prior to ignition 4934.7 g
Mass of HMA Sample prior to ignition 2022 g
Corrected Asphalt Binder Content 4.99 %
Mass Loss 127.5 g
Mass of aggregate remaining after ignition 1894.5 g
Correction Factor (Percent by mass of HMA Specimen) 1.19 %
Moisture Content no data0 %
Temperature Compensation Factor 0.13 %
Test Temperature 482 C

Test 18 of 19

DIME Test ID: 2024-04-27-13-18
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: 05/10/2024
Date Tested: 05/09/2024
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 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 2875.1 g
Mass of the specimen and specimen basket assembly prior to ignition 4888.1 g
Mass of HMA Sample prior to ignition 2013 g
Corrected Asphalt Binder Content 4.45 %
Mass Loss 116.5 g
Mass of aggregate remaining after ignition 1896.5 g
Correction Factor (Percent by mass of HMA Specimen) 1.19 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 482 C

Test 19 of 19

DIME Test ID: 2024-04-27-13-19
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: 05/10/2024
Date Tested: 05/09/2024
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 15
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 2917 g
Mass of the specimen and specimen basket assembly prior to ignition 4924 g
Mass of HMA Sample prior to ignition 2007 g
Corrected Asphalt Binder Content 4.32 %
Mass Loss 113.4 g
Mass of aggregate remaining after ignition 1893.6 g
Correction Factor (Percent by mass of HMA Specimen) 1.19 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 482 C