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: 2024-05-25-1
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: 05/25/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/28/2024
The quantity of what the sample constitutes: 1 CAN, PG 64-28
A brief description of the sample: #349
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ergon A&E Spokane
Performance Grade: PG 64-28
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Oregon Coop
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2024-05-25-1-2
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: 06/11/2024
Date Tested: 05/30/2024
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
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.227 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
69.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.880 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.01 kPa
|
DIME Test ID: 2024-05-25-1-8
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: 06/11/2024
Date Tested: 05/30/2024
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: Original RETEST
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.227 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
69.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.883 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.01 kPa
|
DIME Test ID: 2024-05-25-1-1
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: 06/11/2024
Date Tested: 05/30/2024
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?
|
Yes
|
|
Mass of empty container #1
|
167.19 grams
|
|
Mass of empty container #2
|
159.2 grams
|
|
Mass of container #1 before test (m1i)
|
202.351 grams
|
|
Mass of container #2 before test (m2i)
|
194.062 grams
|
|
Mass of container #1 after test (m1f)
|
202.143 grams
|
|
Mass of container #2 after test (m2f)
|
193.852 grams
|
|
Average mass change
|
-0.597 percent
|
DIME Test ID: 2024-05-25-1-5
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: 06/11/2024
Date Tested: 05/30/2024
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: MSCR
Test Result Compliance: not applicable
Additional Comments When Verified:
|
PG test temperature
|
64 C
|
|
Average percent recovery at 0.1 kPa
|
77.19 %
|
|
Average percent recovery at 3.2 kPa
|
66.54 %
|
|
Nonrecoverable creep compliance
|
0.2403
|
|
Nonrecoverable creep compliance
|
0.3562
|
|
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa
|
48.25 %
|
DIME Test ID: 2024-05-25-1-3
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: 06/11/2024
Date Tested: 05/30/2024
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
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
|
0.483 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
60.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
4.809 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
5.53 kPa
|
DIME Test ID: 2024-05-25-1-4
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)
Verified Date: 06/11/2024
Date Tested: 05/31/2024
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
Test Result Compliance:
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
|
23.806 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
47.8 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2368.704 kPa
|
|
Test Temperature (Specimen 1)
|
22.0 C
|
|
(G*) x sin(δ)=
|
1755 kPa
|
DIME Test ID: 2024-05-25-1-9
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: 06/11/2024
Date Tested: 05/31/2024
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:
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
|
24.538 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
47.3 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2441.468 kPa
|
|
Test Temperature (Specimen 1)
|
22.0 C
|
|
(G*) x sin(δ)=
|
1794 kPa
|
DIME Test ID: 2024-05-25-1-6
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: 06/11/2024
Date Tested: 05/31/2024
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
Test Result Compliance:
Additional Comments When Verified:
|
Minimum test bath temperature at 240 s
|
-18 C
|
|
Maximum test bath temperature at 240 s
|
-18 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
|
117 MPa
|
|
Estimated Stiffness Modulus 60.0 s
|
117 MPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.348
|
DIME Test ID: 2024-05-25-1-10
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: 06/11/2024
Date Tested: 05/31/2024
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:
Additional Comments When Verified:
|
Minimum test bath temperature at 240 s
|
-18 C
|
|
Maximum test bath temperature at 240 s
|
-18 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
|
117 MPa
|
|
Estimated Stiffness Modulus 60.0 s
|
117 MPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.348
|
DIME Test ID: 2024-05-25-1-7
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 06/11/2024
Date Tested: 06/05/2024
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: not applicable
Additional Comments When Verified:
|
% Elongation Recovery
|
83 %
|
