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Sample Record for 2021-07-15-25

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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: 2021-07-15-25
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: 07/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/21/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: PG58V-22
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: US Oil

Material Information

Performance Grade: PG 58-22
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: Oregon Corp - Salem OR
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 9

DIME Test ID: 2021-07-15-25-1
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: 08/12/2021
Date Tested: 07/26/2021
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: Original @ 58c
Test Result Compliance:
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 0.470 kPa
Phase Angle (δ) (for the 10 cycles) 66.1 degree
Complex Modulus (G*) (for the 10 measurements) 3.917 kPa
Test Temperature 58.0 C
Dynamic Shear, G*/sin(δ) 4.28 kPa

Test 2 of 9

DIME Test ID: 2021-07-15-25-2
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: 08/12/2021
Date Tested: 07/26/2021
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: Original @ 58c
Test Result Compliance:
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 0.473 kPa
Phase Angle (δ) (for the 10 cycles) 65.9 degree
Complex Modulus (G*) (for the 10 measurements) 3.939 kPa
Test Temperature 58.0 C
Dynamic Shear, G*/sin(δ) 4.32 kPa

Test 3 of 9

DIME Test ID: 2021-07-15-25-3
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: 08/12/2021
Date Tested: 07/26/2021
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: as per 2018 standard specs
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 #1 171.624 grams
Mass of empty container #2 167.129 grams
Mass of container #1 before test (m1i) 207.625 grams
Mass of container #2 before test (m2i) 202.316 grams
Mass of container #1 after test (m1f) 207.537 grams
Mass of container #2 after test (m2f) 202.226 grams
Average mass change -0.250 percent

Test 4 of 9

DIME Test ID: 2021-07-15-25-5
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: 08/12/2021
Date Tested: 08/12/2021
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 @ 58c
Test Result Compliance:
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 0.889 kPa
Phase Angle (δ) (for the 10 cycles) 62.4 degree
Complex Modulus (G*) (for the 10 measurements) 8.888 kPa
Test Temperature 58.0 C
Dynamic Shear, G*/sin(δ) 10.03 kPa

Test 5 of 9

DIME Test ID: 2021-07-15-25-7
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: 08/12/2021
Date Tested: 08/12/2021
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: MSCR @ 58c
Test Result Compliance:
Additional Comments When Verified:
PG test temperature 58.0 C
Average percent recovery at 0.1 kPa 80.2300 %
Average percent recovery at 3.2 kPa 66.5900 %
Nonrecoverable creep compliance 0.1269
Nonrecoverable creep compliance 0.2275
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa 79.3400 %

Test 6 of 9

DIME Test ID: 2021-07-15-25-9
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 08/13/2021
Date Tested: 07/26/2021
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: ER @ 25c
Test Result Compliance: complies
Additional Comments When Verified:
Final Reading from the testing machine (X) 3 cm
% Elongation Recovery 85 %

Test 7 of 9

DIME Test ID: 2021-07-15-25-12
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: 08/12/2021
Date Tested: 08/12/2021
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: PAV-DSR @ 22c
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 40.325 kPa
Phase Angle (δ) (for the 10 cycles) 42.3 degree
Complex Modulus (G*) (for the 10 measurements) 4032.662 kPa
Test Temperature 22.0 C
(G*) x sin(δ)= 2714 kPa

Test 8 of 9

DIME Test ID: 2021-07-15-25-13
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 08/12/2021
Date Tested: 07/28/2021
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: BBR @ -12c per 2018 standard specifications Sample #1
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 -12.0 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 981.0 mN
Beam deflection 60.0 s 0.906 µm
Measured Stiffness Modulus 60.0 s 87.300 mPa
Estimated Stiffness Modulus 60.0 s 87.200 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.339

Test 9 of 9

DIME Test ID: 2021-07-15-25-14
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 08/12/2021
Date Tested: 07/28/2021
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: BBR @ -12c per 2018 standard specifications #2
Test Result Compliance:
Additional Comments When Verified:
Minimum test bath temperature at 240 s -12.0 C
Maximum test bath temperature at 240 s -12.0 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 962.0 mN
Beam deflection 60.0 s 0.937 µm
Measured Stiffness Modulus 60.0 s 82.800 mPa
Estimated Stiffness Modulus 60.0 s 82.700 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.344

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.