Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 55555 DEA: AMRL EFIS: AMRL
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for AASHTO Materials Reference Laboratory (AMRL).
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2022-05-06-12
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Proficiency
Type of Material: Asphalt Binder
Sample Taken Date: 05/06/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/06/2022
The quantity of what the sample constitutes: 1 cans FOR 267(A)
A brief description of the sample: PG64-22 267(A) 268(B)
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AASHTO resource PSP
Performance Grade: PG 64-28
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: 267(A)
Certified Asphalt Supplier: AASHTO Resource - Frederick MD
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2022-05-06-12-1
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 05/06/2022
Date Tested: 05/06/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is mass change based on one or two containers?
|
Two
|
|
Any material loss from containers during heating process/testing?
|
No
|
|
Mass of empty container #1
|
170.595 grams
|
|
Mass of empty container #2
|
170.024 grams
|
|
Mass of container #1 before test (m1i)
|
205.912 grams
|
|
Mass of container #2 before test (m2i)
|
205.147 grams
|
|
Mass of container #1 after test (m1f)
|
205.866 grams
|
|
Mass of container #2 after test (m2f)
|
205.100 grams
|
|
Average mass change
|
-0.132 percent
|
DIME Test ID: 2022-05-06-12-2
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 05/06/2022
Date Tested: 05/06/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: ER
Test Result Compliance: complies
Additional Comments When Verified:
|
Final Reading from the testing machine (X)
|
20 cm
|
|
% Elongation Recovery
|
0 %
|
DIME Test ID: 2022-05-06-12-3
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/06/2022
Date Tested: 05/06/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: OG
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Plate Diameter
|
25 mm
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.195 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
87.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.623 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.62 kPa
|
DIME Test ID: 2022-05-06-12-4
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/06/2022
Date Tested: 05/06/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: RTFO #1
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
RTFO residue
|
|
Test Plate Diameter
|
25 mm
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
10.00 %
|
|
Stress Amplitude
|
0.398 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
84.2 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
3.978 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
4.00 kPa
|
DIME Test ID: 2022-05-06-12-5
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/09/2022
Date Tested: 05/08/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: PAV
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
PAV residue
|
|
Test Plate Diameter
|
8 mm
|
|
Test Gap
|
2 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
1.00 %
|
|
Stress Amplitude
|
57.634 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
48.8 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
5763.445 kPa
|
|
Test Temperature (Specimen 1)
|
25.0 C
|
|
(G*) x sin(δ)=
|
4337 kPa
|
DIME Test ID: 2022-05-06-12-6
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 05/09/2022
Date Tested: 05/09/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: BBR #1
Test Result Compliance: complies
Additional Comments When Verified:
|
Minimum test bath temperature at 240 s
|
-12.0 C
|
|
Maximum test bath temperature at 240 s
|
-11.9 C
|
|
Time of test load application
|
no data HH:MM:SS
|
|
File name of test data
|
no data
|
|
Time beam in bath
|
no data
|
|
Time test started
|
no data HH:MM:SS
|
|
Flags issued by software during test
|
no data
|
|
Correlation coefficient (R²)
|
0
|
|
Regression coefficient a
|
no data
|
|
Regression coefficient b
|
no data
|
|
Regression coefficient c
|
no data
|
|
Load at time 0.0
|
0.0 mN
|
|
Deflection at time 0.0 s
|
0.000 µm
|
|
Load at time 0.5 s
|
0.0 mN
|
|
Deflection at time 0.5 s
|
0.000 µm
|
|
Load at 60.0 s
|
961.0 mN
|
|
Beam deflection 60.0 s
|
0.000 µm
|
|
Measured Stiffness Modulus 60.0 s
|
206.000 mPa
|
|
Estimated Stiffness Modulus 60.0 s
|
206.000 mPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.330
|
DIME Test ID: 2022-05-06-12-7
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Verified Date: 05/06/2022
Date Tested: 05/06/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
PG test temperature
|
64.0 C
|
|
Average percent recovery at 0.1 kPa
|
2.9400 %
|
|
Average percent recovery at 3.2 kPa
|
0.0000 %
|
|
Nonrecoverable creep compliance
|
100.0000
|
|
Nonrecoverable creep compliance
|
2.2588
|
|
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa
|
2.4928 %
|
DIME Test ID: 2022-05-06-12-8
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 05/06/2022
Date Tested: 05/06/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2022-05-06-12-9
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 05/06/2022
Date Tested: 05/06/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2022-05-06-12-10
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/06/2022
Date Tested: 05/06/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: OG #2
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Plate Diameter
|
25 mm
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.193 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
87.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.612 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.61 kPa
|
DIME Test ID: 2022-05-06-12-11
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/06/2022
Date Tested: 05/06/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: OG #3
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Plate Diameter
|
25 mm
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.194 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
87.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.619 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.62 kPa
|
DIME Test ID: 2022-05-06-12-12
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 05/06/2022
Date Tested: 05/06/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: ER #2
Test Result Compliance: complies
Additional Comments When Verified:
|
Final Reading from the testing machine (X)
|
20 cm
|
|
% Elongation Recovery
|
0 %
|
DIME Test ID: 2022-05-06-12-13
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 05/06/2022
Date Tested: 05/06/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: ER #3
Test Result Compliance: complies
Additional Comments When Verified:
|
Final Reading from the testing machine (X)
|
20 cm
|
|
% Elongation Recovery
|
0 %
|
DIME Test ID: 2022-05-06-12-14
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/06/2022
Date Tested: 05/06/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: RTFO #2
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
RTFO residue
|
|
Test Plate Diameter
|
25 mm
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
10.00 %
|
|
Stress Amplitude
|
0.394 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
84.2 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
3.944 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
3.96 kPa
|
DIME Test ID: 2022-05-06-12-15
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/06/2022
Date Tested: 05/06/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: RTFO #3
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
RTFO residue
|
|
Test Plate Diameter
|
25 mm
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
10.00 %
|
|
Stress Amplitude
|
0.396 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
84.2 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
3.961 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
3.98 kPa
|
DIME Test ID: 2022-05-06-12-16
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Verified Date: 05/06/2022
Date Tested: 05/06/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: #2
Test Result Compliance: complies
Additional Comments When Verified:
|
PG test temperature
|
64.0 C
|
|
Average percent recovery at 0.1 kPa
|
3.0400 %
|
|
Average percent recovery at 3.2 kPa
|
0.0000 %
|
|
Nonrecoverable creep compliance
|
2.2379
|
|
Nonrecoverable creep compliance
|
2.4709
|
|
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa
|
10.4100 %
|
DIME Test ID: 2022-05-06-12-17
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/09/2022
Date Tested: 05/06/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: PAV #2
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
PAV residue
|
|
Test Plate Diameter
|
8 mm
|
|
Test Gap
|
2 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
1.00 %
|
|
Stress Amplitude
|
58.833 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
48.7 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
5883.325 kPa
|
|
Test Temperature (Specimen 1)
|
25.0 C
|
|
(G*) x sin(δ)=
|
4420 kPa
|
DIME Test ID: 2022-05-06-12-18
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/09/2022
Date Tested: 05/06/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: PAV #3
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
PAV residue
|
|
Test Plate Diameter
|
8 mm
|
|
Test Gap
|
2 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
1.00 %
|
|
Stress Amplitude
|
59.595 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
48.8 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
5959.601 kPa
|
|
Test Temperature (Specimen 1)
|
25.0 C
|
|
(G*) x sin(δ)=
|
4484 kPa
|
DIME Test ID: 2022-05-06-12-19
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 05/09/2022
Date Tested: 05/06/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: BBR #2
Test Result Compliance: complies
Additional Comments When Verified:
|
Minimum test bath temperature at 240 s
|
-12.1 C
|
|
Maximum test bath temperature at 240 s
|
-12.0 C
|
|
Time of test load application
|
no data HH:MM:SS
|
|
File name of test data
|
no data
|
|
Time beam in bath
|
no data
|
|
Time test started
|
no data HH:MM:SS
|
|
Flags issued by software during test
|
no data
|
|
Correlation coefficient (R²)
|
0
|
|
Regression coefficient a
|
no data
|
|
Regression coefficient b
|
no data
|
|
Regression coefficient c
|
no data
|
|
Load at time 0.0
|
0.0 mN
|
|
Deflection at time 0.0 s
|
0.000 µm
|
|
Load at time 0.5 s
|
0.0 mN
|
|
Deflection at time 0.5 s
|
0.000 µm
|
|
Load at 60.0 s
|
1004.0 mN
|
|
Beam deflection 60.0 s
|
0.000 µm
|
|
Measured Stiffness Modulus 60.0 s
|
226.000 mPa
|
|
Estimated Stiffness Modulus 60.0 s
|
226.000 mPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.321
|
DIME Test ID: 2022-05-06-12-20
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 05/10/2022
Date Tested: 05/10/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: re-test
Test Result Compliance: complies
Additional Comments When Verified:
|
Is mass change based on one or two containers?
|
Two
|
|
Any material loss from containers during heating process/testing?
|
No
|
|
Mass of empty container #1
|
156.810 grams
|
|
Mass of empty container #2
|
166.533 grams
|
|
Mass of container #1 before test (m1i)
|
191.838 grams
|
|
Mass of container #2 before test (m2i)
|
201.570 grams
|
|
Mass of container #1 after test (m1f)
|
191.799 grams
|
|
Mass of container #2 after test (m2f)
|
201.527 grams
|
|
Average mass change
|
-0.117 percent
|
