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Sample Record for 2021-09-25-10

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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: 2021-09-25-10
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: 09/25/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/08/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: PG70-28
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: PNAC LLC, Marathon Petroleum

Material Information

Performance Grade: PG 70-22
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Sample 318
Asphalt Binder Supplier: PNAC LLC - Fernley NV
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 8

DIME Test ID: 2021-09-25-10-1
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: 10/21/2021
Date Tested: 10/13/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: per 2018 standard specifications
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 #1 175.649 grams
Mass of empty container #2 172.620 grams
Mass of container #1 before test (m1i) 210.621 grams
Mass of container #2 before test (m2i) 207.864 grams
Mass of container #1 after test (m1f) 210.405 grams
Mass of container #2 after test (m2f) 207.624 grams
Average mass change -0.649 percent

Test 2 of 8

DIME Test ID: 2021-09-25-10-2
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/21/2021
Date Tested: 10/12/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: OG
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.165 kPa
Phase Angle (δ) (for the 10 cycles) 63.8 degree
Complex Modulus (G*) (for the 10 measurements) 1.371 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 1.53 kPa

Test 3 of 8

DIME Test ID: 2021-09-25-10-3
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/21/2021
Date Tested: 10/12/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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 Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.330 kPa
Phase Angle (δ) (for the 10 cycles) 55.7 degree
Complex Modulus (G*) (for the 10 measurements) 3.298 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 3.99 kPa

Test 4 of 8

DIME Test ID: 2021-09-25-10-5
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: 10/21/2021
Date Tested: 10/12/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: @70C
Test Result Compliance: complies
Additional Comments When Verified:
PG test temperature 70.0 C
Average percent recovery at 0.1 kPa 87.0200 %
Average percent recovery at 3.2 kPa 72.0200 %
Nonrecoverable creep compliance 0.1785
Nonrecoverable creep compliance 0.4053
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa 127.0100 %

Test 5 of 8

DIME Test ID: 2021-09-25-10-6
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 10/21/2021
Date Tested: 10/14/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: per 2018 standard specifications
Test Result Compliance: complies
Additional Comments When Verified:
Final Reading from the testing machine (X) 3 cm
% Elongation Recovery 85 %

Test 6 of 8

DIME Test ID: 2021-09-25-10-9
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/21/2021
Date Tested: 10/12/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.326 kPa
Phase Angle (δ) (for the 10 cycles) 55.8 degree
Complex Modulus (G*) (for the 10 measurements) 3.264 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 3.95 kPa

Test 7 of 8

DIME Test ID: 2021-09-25-10-10
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/21/2021
Date Tested: 10/12/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
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) 63.9 degree
Complex Modulus (G*) (for the 10 measurements) 1.312 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 1.46 kPa

Test 8 of 8

DIME Test ID: 2021-09-25-10-11
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: 10/21/2021
Date Tested: 10/12/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: mcsr 2nd
Test Result Compliance: complies
Additional Comments When Verified:
PG test temperature 70.0 C
Average percent recovery at 0.1 kPa 87.0000 %
Average percent recovery at 3.2 kPa 72.2100 %
Nonrecoverable creep compliance 0.1802
Nonrecoverable creep compliance 0.4048
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa 124.6600 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2021-09-25-10-4AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)10/11/2021Not scheduledJuan GomezCT HQ - Sacramento Asphalt Binder LaboratoryPAV @ 25C
2021-09-25-10-7AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)10/11/2021Not scheduledJuan GomezCT HQ - Sacramento Asphalt Binder Laboratory@-18C
2021-09-25-10-8AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)10/11/2021Not scheduledJuan GomezCT HQ - Sacramento Asphalt Binder Laboratory@-24C