Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 55556 DEA: OCR EFIS: OCR
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for Oregon Corp. Research.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-10-20-75
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: 10/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/01/2023
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: Oregaon Coop Testing
From where was the sample collected: Supplier
Laboratory sample identification: 344
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Oregon Coop
Performance Grade: PG 70-22
Modified: Yes
Lot number:
Sublot number:
Tank number: 5
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Oregon Coop
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2023-10-20-75-1
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: 02/16/2024
Date Tested: 12/07/2023
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: ORIG @ 70c COOP
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
|
0.137 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
75.7 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.139 kPa
|
|
Test Temperature (Specimen 1)
|
70.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.18 kPa
|
DIME Test ID: 2023-10-20-75-2
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: 02/16/2024
Date Tested: 12/07/2023
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 @ 70c COOP
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
|
0.285 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
64.8 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.837 kPa
|
|
Test Temperature (Specimen 1)
|
70.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
3.14 kPa
|
DIME Test ID: 2023-10-20-75-3
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: 02/16/2024
Date Tested: 12/12/2023
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 @28c COOP
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
|
17.852 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
50.3 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1776.288 kPa
|
|
Test Temperature (Specimen 1)
|
28.0 C
|
|
(G*) x sin(δ)=
|
1367 kPa
|
DIME Test ID: 2023-10-20-75-4
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 02/16/2024
Date Tested: 12/08/2023
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 3X COOP
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Final Reading from the testing machine (X)
|
6 cm
|
|
% Elongation Recovery
|
70 %
|
DIME Test ID: 2023-10-20-75-5
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: 02/16/2024
Date Tested: 12/12/2023
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 @ -12C COOP
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)
|
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
|
0.0 mN
|
|
Beam deflection 60.0 s
|
0.000 µm
|
|
Measured Stiffness Modulus 60.0 s
|
93.200 mPa
|
|
Estimated Stiffness Modulus 60.0 s
|
93.200 mPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.387
|
DIME Test ID: 2023-10-20-75-6
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: 02/16/2024
Date Tested: 12/07/2023
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: MASS CHANGE COOP
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 data
|
|
Mass of empty container #1
|
159.919 grams
|
|
Mass of empty container #2
|
158.609 grams
|
|
Mass of container #1 before test (m1i)
|
195.129 grams
|
|
Mass of container #2 before test (m2i)
|
193.678 grams
|
|
Mass of container #1 after test (m1f)
|
194.998 grams
|
|
Mass of container #2 after test (m2f)
|
193.545 grams
|
|
Average mass change
|
-0.376 percent
|
DIME Test ID: 2023-10-20-75-7
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: 02/16/2024
Date Tested: 12/07/2023
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: MSCR @ 58c COOP
Test Result Compliance: not applicable
Additional Comments When Verified:
|
PG test temperature
|
58.0 C
|
|
Average percent recovery at 0.1 kPa
|
73.0300 %
|
|
Average percent recovery at 3.2 kPa
|
63.8300 %
|
|
Nonrecoverable creep compliance
|
0.1567
|
|
Nonrecoverable creep compliance
|
0.2072
|
|
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa
|
32.2100 %
|
DIME Test ID: 2023-10-20-75-8
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: 02/16/2024
Date Tested: 12/07/2023
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: ORIG 2ND RUN
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
|
0.140 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
75.8 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.161 kPa
|
|
Test Temperature (Specimen 1)
|
70.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.20 kPa
|
DIME Test ID: 2023-10-20-75-9
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: 02/16/2024
Date Tested: 12/07/2023
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 2ND RUN
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
|
0.288 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
64.8 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.867 kPa
|
|
Test Temperature (Specimen 1)
|
70.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
3.17 kPa
|
DIME Test ID: 2023-10-20-75-10
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: 02/16/2024
Date Tested: 12/12/2023
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 2ND RUN
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
|
16.730 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
50.5 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1664.658 kPa
|
|
Test Temperature (Specimen 1)
|
28.0 C
|
|
(G*) x sin(δ)=
|
1284 kPa
|
DIME Test ID: 2023-10-20-75-11
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: 02/16/2024
Date Tested: 12/07/2023
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: MSCR 2ND RUN
Test Result Compliance: not applicable
Additional Comments When Verified:
|
PG test temperature
|
58.0 C
|
|
Average percent recovery at 0.1 kPa
|
74.0000 %
|
|
Average percent recovery at 3.2 kPa
|
65.3800 %
|
|
Nonrecoverable creep compliance
|
0.1436
|
|
Nonrecoverable creep compliance
|
0.1880
|
|
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa
|
30.9100 %
|
DIME Test ID: 2023-10-20-75-12
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 02/16/2024
Date Tested: 12/08/2023
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 2ND RUN
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Final Reading from the testing machine (X)
|
6 cm
|
|
% Elongation Recovery
|
70 %
|
DIME Test ID: 2023-10-20-75-13
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 02/16/2024
Date Tested: 12/08/2023
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 3RD RUN
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Final Reading from the testing machine (X)
|
6 cm
|
|
% Elongation Recovery
|
70 %
|
DIME Test ID: 2023-10-20-75-14
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: 02/16/2024
Date Tested: 12/12/2023
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 2ND RUN
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
|
0.0 mN
|
|
Beam deflection 60.0 s
|
0.000 µm
|
|
Measured Stiffness Modulus 60.0 s
|
90.800 mPa
|
|
Estimated Stiffness Modulus 60.0 s
|
90.600 mPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.388
|
