Sample Record for 2024-03-17-20
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: 2024-03-17-20
TL Number from the TL Form:
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: 3/4" HMA w/25% RAP
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: 6
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 11
DIME Test ID: 2024-03-17-20-1
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: 04/05/2024
Date Tested: 03/22/2024
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 6
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
|
3
|
|
Bulk Specific Gravity 1
|
2.406
|
|
Bulk Specific Gravity 2
|
2.424
|
|
Bulk Specific Gravity 3
|
2.369
|
|
Percent of water absorbed by volume 1
|
0.18 %
|
|
Percent of water absorbed by volume 2
|
0.18 %
|
|
Percent of water absorbed by volume 3
|
0.13 %
|
|
Average Bulk Specific Gravity
|
2.4
|
Test 2 of 11
DIME Test ID: 2024-03-17-20-2
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: 04/05/2024
Date Tested: 04/05/2024
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 6
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
|
2540.7 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8874.1 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.531
|
|
Theoretical maximum density at 25°C (77°F)
|
2524 kg/m^3
|
Test 3 of 11
DIME Test ID: 2024-03-17-20-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/05/2024
Date Tested: 04/05/2024
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 6
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
4.9 %
|
|
Percent Air Voids 2
|
4.2 %
|
|
Percent Air Voids 3
|
6.4 %
|
|
Average Percent Air Voids
|
5.2 %
|
Test 4 of 11
DIME Test ID: 2024-03-17-20-4
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: 04/05/2024
Date Tested: 03/22/2024
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 7
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
|
3
|
|
Bulk Specific Gravity 1
|
2.391
|
|
Bulk Specific Gravity 2
|
2.406
|
|
Bulk Specific Gravity 3
|
2.402
|
|
Percent of water absorbed by volume 1
|
0.16 %
|
|
Percent of water absorbed by volume 2
|
0.22 %
|
|
Percent of water absorbed by volume 3
|
0.17 %
|
|
Average Bulk Specific Gravity
|
2.4
|
Test 5 of 11
DIME Test ID: 2024-03-17-20-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 Gibraltar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
This test has been superseded on 04/09/2024. The corrected test ID is: 2024-03-17-20-8
Reason: retested
Test 6 of 11
DIME Test ID: 2024-03-17-20-6
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: 04/05/2024
Date Tested: 03/22/2024
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 8
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
|
2
|
|
Bulk Specific Gravity 1
|
2.381
|
|
Bulk Specific Gravity 2
|
2.393
|
|
Percent of water absorbed by volume 1
|
0.33 %
|
|
Percent of water absorbed by volume 2
|
0.2 %
|
|
Average Bulk Specific Gravity
|
2.387
|
Test 7 of 11
DIME Test ID: 2024-03-17-20-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/05/2024
Date Tested: 04/05/2024
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 8
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
5.9 %
|
|
Percent Air Voids 2
|
5.5 %
|
|
Average Percent Air Voids
|
5.7 %
|
Test 8 of 11
DIME Test ID: 2024-03-17-20-8
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/09/2024
Date Tested: 04/05/2024
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 7
The test was superseded from test ID: 2024-03-17-20-5
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
5.5 %
|
|
Percent Air Voids 2
|
4.9 %
|
|
Percent Air Voids 3
|
5.1 %
|
|
Average Percent Air Voids
|
5.2 %
|
Test 9 of 11
DIME Test ID: 2024-03-17-20-9
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: 04/09/2024
Date Tested: 04/05/2024
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 5
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
|
2894.1 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4921.7 g
|
|
Mass of HMA Sample prior to ignition
|
2027.6 g
|
|
Corrected Asphalt Binder Content
|
4.56 %
|
|
Mass Loss
|
119.6 g
|
|
Mass of aggregate remaining after ignition
|
1908 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 10 of 11
DIME Test ID: 2024-03-17-20-10
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: 04/09/2024
Date Tested: 04/08/2024
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 Sublot 7
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
|
4890.2 g
|
|
Mass of HMA Sample prior to ignition
|
2027.8 g
|
|
Corrected Asphalt Binder Content
|
4.94 %
|
|
Mass Loss
|
127.3 g
|
|
Mass of aggregate remaining after ignition
|
1900.5 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 11 of 11
DIME Test ID: 2024-03-17-20-11
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: 04/09/2024
Date Tested: 04/09/2024
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 8
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
|
2910.5 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4935.7 g
|
|
Mass of HMA Sample prior to ignition
|
2025.2 g
|
|
Corrected Asphalt Binder Content
|
4.98 %
|
|
Mass Loss
|
128 g
|
|
Mass of aggregate remaining after ignition
|
1897.2 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.19 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.15 %
|
|
Test Temperature
|
482 C
|
