Sample Record for 2023-09-19-51
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: 2023-09-19-51
TL Number from the TL Form: C919115
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: 09/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/20/2023
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: 15
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 12
DIME Test ID: 2023-09-19-51-1
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: 09/22/2023
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 15
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.398
|
|
Bulk Specific Gravity 2
|
2.389
|
|
Bulk Specific Gravity 3
|
2.356
|
|
Average Bulk Specific Gravity
|
2.381
|
Test 2 of 12
DIME Test ID: 2023-09-19-51-2
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: 09/22/2023
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 15
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
|
2541.1 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8864.3 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.506
|
|
Theoretical maximum density at 25°C (77°F)
|
2499 kg/m^3
|
Test 3 of 12
DIME Test ID: 2023-09-19-51-3
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: 09/22/2023
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 15
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
4.3 %
|
|
Percent Air Voids 2
|
4.7 %
|
|
Percent Air Voids 3
|
6 %
|
|
Average Percent Air Voids
|
5 %
|
Test 4 of 12
DIME Test ID: 2023-09-19-51-4
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)
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 10/17/2023. The corrected test ID is: 2023-09-19-51-11
Reason: retested
Test 5 of 12
DIME Test ID: 2023-09-19-51-5
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 10/17/2023. The corrected test ID is: 2023-09-19-51-12
Reason: retested
Test 6 of 12
DIME Test ID: 2023-09-19-51-6
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: 09/22/2023
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 17
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.362
|
|
Bulk Specific Gravity 2
|
2.356
|
|
Average Bulk Specific Gravity
|
2.359
|
Test 7 of 12
DIME Test ID: 2023-09-19-51-7
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: 09/22/2023
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 17
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
5.7 %
|
|
Percent Air Voids 2
|
6 %
|
|
Average Percent Air Voids
|
5.8 %
|
Test 8 of 12
DIME Test ID: 2023-09-19-51-8
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: 09/22/2023
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 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
|
2858.6 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4886.4 g
|
|
Mass of HMA Sample prior to ignition
|
2027.8 g
|
|
Corrected Asphalt Binder Content
|
5.26 %
|
|
Mass Loss
|
124.8 g
|
|
Mass of aggregate remaining after ignition
|
1903 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 9 of 12
DIME Test ID: 2023-09-19-51-9
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: 10/11/2023
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 16
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
|
2890.8 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4924.2 g
|
|
Mass of HMA Sample prior to ignition
|
2033.4 g
|
|
Corrected Asphalt Binder Content
|
5.19 %
|
|
Mass Loss
|
123.7 g
|
|
Mass of aggregate remaining after ignition
|
1909.7 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 12
DIME Test ID: 2023-09-19-51-10
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: 10/11/2023
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 17
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
|
2860 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4930.5 g
|
|
Mass of HMA Sample prior to ignition
|
2070.5 g
|
|
Corrected Asphalt Binder Content
|
5.1 %
|
|
Mass Loss
|
123.8 g
|
|
Mass of aggregate remaining after ignition
|
1946.7 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 11 of 12
DIME Test ID: 2023-09-19-51-11
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: 10/17/2023
Date Tested: 09/22/2023
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 16
The test was superseded from test ID: 2023-09-19-51-4
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.299
|
|
Bulk Specific Gravity 2
|
2.341
|
|
Bulk Specific Gravity 3
|
2.354
|
|
Average Bulk Specific Gravity
|
2.331
|
Test 12 of 12
DIME Test ID: 2023-09-19-51-12
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/17/2023
Date Tested: 09/22/2023
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 16
The test was superseded from test ID: 2023-09-19-51-5
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
8.3 %
|
|
Percent Air Voids 2
|
6.6 %
|
|
Percent Air Voids 3
|
6.1 %
|
|
Average Percent Air Voids
|
7 %
|
