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Sample Record for 2024-07-01-43

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

DIME Sample ID: 2024-07-01-43
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: 07/01/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/10/2024
The quantity of what the sample constitutes: 1 CAN, PG 58-22
A brief description of the sample: #350
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Albina Asphalt

Material Information

Performance Grade: PG 58-22
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:
Test results on following page(s): 11

Test Results

Test 1 of 11

DIME Test ID: 2024-07-01-43-1
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: 07/22/2024
Date Tested: 07/17/2024
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:
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 #1 158.844 grams
Mass of empty container #2 159.204 grams
Mass of container #1 before test (m1i) 193.963 grams
Mass of container #2 before test (m2i) 194.318 grams
Mass of container #1 after test (m1f) 193.874 grams
Mass of container #2 after test (m2f) 194.233 grams
Average mass change -0.248 percent

Test 2 of 11

DIME Test ID: 2024-07-01-43-2
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: 07/22/2024
Date Tested: 07/17/2024
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 0.437 kPa
Phase Angle (δ) (for the 10 cycles) 69.0 degree
Complex Modulus (G*) (for the 10 measurements) 3.625 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 3.88 kPa

Test 3 of 11

DIME Test ID: 2024-07-01-43-8
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: 07/22/2024
Date Tested: 07/17/2024
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#2
Test Result Compliance:
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.441 kPa
Phase Angle (δ) (for the 10 cycles) 69.0 degree
Complex Modulus (G*) (for the 10 measurements) 3.660 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 3.92 kPa

Test 4 of 11

DIME Test ID: 2024-07-01-43-5
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: 07/22/2024
Date Tested: 07/17/2024
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:
Additional Comments When Verified:
PG test temperature 58 C
Average percent recovery at 0.1 kPa 71.33 %
Average percent recovery at 3.2 kPa 63.34 %
Nonrecoverable creep compliance 0.1958
Nonrecoverable creep compliance 0.2566
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa 31.02 %

Test 5 of 11

DIME Test ID: 2024-07-01-43-7
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 07/22/2024
Date Tested: 07/17/2024
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:
Additional Comments When Verified:
Final Reading from the testing machine (X) 3.0 cm
% Elongation Recovery 85 %

Test 6 of 11

DIME Test ID: 2024-07-01-43-4
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: 07/22/2024
Date Tested: 07/19/2024
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 38.552 kPa
Phase Angle (δ) (for the 10 cycles) 50.2 degree
Complex Modulus (G*) (for the 10 measurements) 3835.871 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 2947 kPa

Test 7 of 11

DIME Test ID: 2024-07-01-43-11
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: 07/22/2024
Date Tested: 07/19/2024
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 38.588 kPa
Phase Angle (δ) (for the 10 cycles) 50.2 degree
Complex Modulus (G*) (for the 10 measurements) 3839.428 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 2950 kPa

Test 8 of 11

DIME Test ID: 2024-07-01-43-10
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: 07/22/2024
Date Tested: 07/19/2024
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 -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 109 MPa
Estimated Stiffness Modulus 60.0 s 109 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.385

Test 9 of 11

DIME Test ID: 2024-07-01-43-12
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: 07/22/2024
Date Tested: 07/19/2024
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 -12 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 104 MPa
Estimated Stiffness Modulus 60.0 s 104 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.392

Test 10 of 11

DIME Test ID: 2024-07-01-43-13
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: 07/23/2024
Date Tested: 07/17/2024
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 #1 @58C
Test Result Compliance:
Additional Comments When Verified:
Phase RTFO residue
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.803 kPa
Phase Angle (δ) (for the 10 cycles) 64.5 degree
Complex Modulus (G*) (for the 10 measurements) 7.994 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 8.86 kPa

Test 11 of 11

DIME Test ID: 2024-07-01-43-14
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: 07/23/2024
Date Tested: 07/17/2024
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 #2 @58C
Test Result Compliance:
Additional Comments When Verified:
Phase RTFO residue
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.825 kPa
Phase Angle (δ) (for the 10 cycles) 64.5 degree
Complex Modulus (G*) (for the 10 measurements) 8.207 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 9.09 kPa