Sample Record for 2022-09-20-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
DIME Sample ID: 2022-09-20-2
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: 09/20/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2022
The quantity of what the sample constitutes: 1 can
A brief description of the sample: 270 (B)
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AASHTO Resouces
Material Information
Performance Grade: PG 76-22 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: AASHTO Resource - Frederick MD
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test Results
Test 1 of 18
DIME Test ID: 2022-09-20-2-1
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: 10/05/2022
Date Tested: 10/05/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Mass Change
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
|
161.259 grams
|
|
Mass of empty container #2
|
158.191 grams
|
|
Mass of container #1 before test (m1i)
|
196.298 grams
|
|
Mass of container #2 before test (m2i)
|
193.187 grams
|
|
Mass of container #1 after test (m1f)
|
196.231 grams
|
|
Mass of container #2 after test (m2f)
|
193.119 grams
|
|
Average mass change
|
-0.193 percent
|
Test 2 of 18
DIME Test ID: 2022-09-20-2-2
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 10/05/2022
Date Tested: 10/04/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: ER
Test Result Compliance: complies
Additional Comments When Verified:
|
% Elongation Recovery
|
97 %
|
Test 3 of 18
DIME Test ID: 2022-09-20-2-9
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 10/05/2022
Date Tested: 10/05/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: ER #2
Test Result Compliance: complies
Additional Comments When Verified:
|
% Elongation Recovery
|
97 %
|
Test 4 of 18
DIME Test ID: 2022-09-20-2-10
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 10/05/2022
Date Tested: 10/04/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: ER #3
Test Result Compliance: complies
Additional Comments When Verified:
|
% Elongation Recovery
|
97 %
|
Test 5 of 18
DIME Test ID: 2022-09-20-2-8
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 10/05/2022
Date Tested: 10/05/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Specific Gravity
Test Result Compliance: complies
Additional Comments When Verified:
Test 6 of 18
DIME Test ID: 2022-09-20-2-3
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/05/2022
Date Tested: 09/27/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: OG #1
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.157 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
46.1 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.309 kPa
|
|
Test Temperature (Specimen 1)
|
76.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.82 kPa
|
Test 7 of 18
DIME Test ID: 2022-09-20-2-11
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/05/2022
Date Tested: 09/27/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: OG #2
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.157 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
46.0 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.305 kPa
|
|
Test Temperature (Specimen 1)
|
76.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.81 kPa
|
Test 8 of 18
DIME Test ID: 2022-09-20-2-12
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/05/2022
Date Tested: 09/27/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: OG #3
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.156 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
46.1 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.296 kPa
|
|
Test Temperature (Specimen 1)
|
76.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.80 kPa
|
Test 9 of 18
DIME Test ID: 2022-09-20-2-4
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
This test has been superseded on 10/05/2022. The corrected test ID is: 2022-09-20-2-16
Reason: retested
Test 10 of 18
DIME Test ID: 2022-09-20-2-16
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/05/2022
Date Tested: 10/05/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: RTFO #1
The test was superseded from test ID: 2022-09-20-2-4
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
RTFO residue
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.225 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
47.8 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.247 kPa
|
|
Test Temperature (Specimen 1)
|
76.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
3.03 kPa
|
Test 11 of 18
DIME Test ID: 2022-09-20-2-13
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/05/2022
Date Tested: 09/27/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: RTFO #2
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
RTFO residue
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
10.00 %
|
|
Stress Amplitude
|
0.227 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
47.7 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.274 kPa
|
|
Test Temperature (Specimen 1)
|
76.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
3.07 kPa
|
Test 12 of 18
DIME Test ID: 2022-09-20-2-14
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/05/2022
Date Tested: 09/27/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: RTFO #3
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
RTFO residue
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
10.00 %
|
|
Stress Amplitude
|
0.223 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
47.8 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.226 kPa
|
|
Test Temperature (Specimen 1)
|
76.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
3.00 kPa
|
Test 13 of 18
DIME Test ID: 2022-09-20-2-5
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/05/2022
Date Tested: 09/28/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: PAV #1
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
|
5.466 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
55.5 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
546.649 kPa
|
|
Test Temperature (Specimen 1)
|
31.0 C
|
|
(G*) x sin(δ)=
|
451 kPa
|
Test 14 of 18
DIME Test ID: 2022-09-20-2-17
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/05/2022
Date Tested: 10/28/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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
|
5.494 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
55.3 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
549.461 kPa
|
|
Test Temperature (Specimen 1)
|
31.0 C
|
|
(G*) x sin(δ)=
|
452 kPa
|
Test 15 of 18
DIME Test ID: 2022-09-20-2-18
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/05/2022
Date Tested: 09/28/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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
|
5.610 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
55.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
561.079 kPa
|
|
Test Temperature (Specimen 1)
|
31.0 C
|
|
(G*) x sin(δ)=
|
462 kPa
|
Test 16 of 18
DIME Test ID: 2022-09-20-2-7
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 10/05/2022
Date Tested: 09/28/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: BBR #1
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 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)
|
no data0
|
|
Regression coefficient a
|
no data
|
|
Regression coefficient b
|
no data
|
|
Regression coefficient c
|
no data
|
|
Load at time 0.0
|
no data0 mN
|
|
Deflection at time 0.0 s
|
no data0 µm
|
|
Load at time 0.5 s
|
no data0 mN
|
|
Deflection at time 0.5 s
|
no data0 µm
|
|
Load at 60.0 s
|
no data0 mN
|
|
Beam deflection 60.0 s
|
no data0 µm
|
|
Measured Stiffness Modulus 60.0 s
|
72.1 MPa
|
|
Estimated Stiffness Modulus 60.0 s
|
72.1 MPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.403
|
Test 17 of 18
DIME Test ID: 2022-09-20-2-15
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 10/05/2022
Date Tested: 09/28/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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
|
-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)
|
no data0
|
|
Regression coefficient a
|
no data
|
|
Regression coefficient b
|
no data
|
|
Regression coefficient c
|
no data
|
|
Load at time 0.0
|
no data0 mN
|
|
Deflection at time 0.0 s
|
no data0 µm
|
|
Load at time 0.5 s
|
no data0 mN
|
|
Deflection at time 0.5 s
|
no data0 µm
|
|
Load at 60.0 s
|
no data0 mN
|
|
Beam deflection 60.0 s
|
no data0 µm
|
|
Measured Stiffness Modulus 60.0 s
|
73.1 MPa
|
|
Estimated Stiffness Modulus 60.0 s
|
73.2 MPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.404
|
Test 18 of 18
DIME Test ID: 2022-09-20-2-6
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: 10/06/2022
Date Tested: 09/27/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: MCSR
Test Result Compliance: complies
Additional Comments When Verified:
|
PG test temperature
|
76 C
|
|
Average percent recovery at 0.1 kPa
|
95.62 %
|
|
Average percent recovery at 3.2 kPa
|
92.94 %
|
|
Nonrecoverable creep compliance
|
0.0628
|
|
Nonrecoverable creep compliance
|
0.0912
|
|
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa
|
45.16 %
|
