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