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: 2023-04-01-4
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: 04/01/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/07/2023
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: April 2023. Sample 334
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Oregon Coop
Performance Grade: PG 64-28 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Oregon Corp - Salem OR
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2023-04-01-4-1
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: 04/11/2023
Date Tested: 04/11/2023
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
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
|
169.991 grams
|
Mass of empty container #2
|
170.133 grams
|
Mass of container #1 before test (m1i)
|
205.342 grams
|
Mass of container #2 before test (m2i)
|
204.839 grams
|
Mass of container #1 after test (m1f)
|
205.222 grams
|
Mass of container #2 after test (m2f)
|
204.721 grams
|
Average mass change
|
-0.340 percent
|
DIME Test ID: 2023-04-01-4-2
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: 04/12/2023
Date Tested: 04/11/2023
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: Original
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
|
0.153 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
72.1 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.279 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.34 kPa
|
DIME Test ID: 2023-04-01-4-3
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: 04/12/2023
Date Tested: 04/11/2023
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
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
|
0.283 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
67.6 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.831 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
3.06 kPa
|
DIME Test ID: 2023-04-01-4-4
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: 04/20/2023
Date Tested: 04/12/2023
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
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
|
28.580 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
47.7 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2857.436 kPa
|
Test Temperature (Specimen 1)
|
22.0 C
|
(G*) x sin(δ)=
|
2113 kPa
|
DIME Test ID: 2023-04-01-4-5
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 04/12/2023
Date Tested: 04/12/2023
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: Elastic Recovery
Test Result Compliance: complies
Additional Comments When Verified:
Final Reading from the testing machine (X)
|
4 cm
|
% Elongation Recovery
|
80 %
|
DIME Test ID: 2023-04-01-4-6
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: 04/12/2023
Date Tested: 04/11/2023
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
Test Result Compliance: complies
Additional Comments When Verified:
PG test temperature
|
64.0 C
|
Average percent recovery at 0.1 kPa
|
64.2800 %
|
Average percent recovery at 3.2 kPa
|
33.1700 %
|
Nonrecoverable creep compliance
|
0.7717
|
Nonrecoverable creep compliance
|
1.6186
|
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa
|
109.7400 %
|
DIME Test ID: 2023-04-01-4-7
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: 04/20/2023
Date Tested: 04/20/2023
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
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s
|
-18.0 C
|
Maximum test bath temperature at 240 s
|
-17.9 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
|
147.000 mPa
|
Estimated Stiffness Modulus 60.0 s
|
147.000 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.319
|
DIME Test ID: 2023-04-01-4-8
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: 04/12/2023
Date Tested: 04/12/2023
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: OG2
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
|
0.160 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
71.1 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.329 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.40 kPa
|
DIME Test ID: 2023-04-01-4-9
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: 04/20/2023
Date Tested: 04/12/2023
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:
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
|
27.093 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
47.6 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2708.863 kPa
|
Test Temperature (Specimen 1)
|
22.0 C
|
(G*) x sin(δ)=
|
2000 kPa
|
DIME Test ID: 2023-04-01-4-10
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: 04/20/2023
Date Tested: 04/20/2023
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 #2
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s
|
-18.0 C
|
Maximum test bath temperature at 240 s
|
-18.0 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
|
0.0 mN
|
Beam deflection 60.0 s
|
0.000 µm
|
Measured Stiffness Modulus 60.0 s
|
141.000 mPa
|
Estimated Stiffness Modulus 60.0 s
|
141.000 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.333
|