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Sample Record for 2021-09-08-34

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Project Information

Project ID: 44444 DEA: ASCP EFIS: ASCP QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for Asphalt Supplier Certification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-09-08-34
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: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 09/08/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/08/2021
The quantity of what the sample constitutes: 5 CANS
A brief description of the sample: binder
From where was the sample collected: Manufacturer
Laboratory sample identification: 090821031
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: World Oil

Material Information

Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number: 10027
Time of sample: 1230
HMA Supplier:
Asphalt Binder Supplier: Lunday Thagard Company-World Oil - South Gate CA
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10
Asphalt Binder Mix Number:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2021-09-08-34-1
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 10/25/2021
Date Tested: 10/19/2021
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: as per 2018 standard specs
Test Result Compliance: complies
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested Two
Ductility of test #1 (D1) 145 cm
Ductility of test #2 (D2) 136 cm
Ductility of sample 141 cm

Test 2 of 5

DIME Test ID: 2021-09-08-34-2
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: 10/25/2021
Date Tested: 10/18/2021
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: per 2018 standard specifications 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 0.164 kPa
Phase Angle (δ) (for the 10 cycles) 87.7 degree
Complex Modulus (G*) (for the 10 measurements) 1.366 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.37 kPa

Test 3 of 5

DIME Test ID: 2021-09-08-34-3
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: 10/25/2021
Date Tested: 10/18/2021
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: Per 2018 standard specifications 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 0.329 kPa
Phase Angle (δ) (for the 10 cycles) 85.2 degree
Complex Modulus (G*) (for the 10 measurements) 3.289 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.30 kPa

Test 4 of 5

DIME Test ID: 2021-09-08-34-4
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: 10/25/2021
Date Tested: 10/21/2021
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: Per 2018 standard specifications 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 58.073 kPa
Phase Angle (δ) (for the 10 cycles) 46.5 degree
Complex Modulus (G*) (for the 10 measurements) 5805.869 kPa
Test Temperature (Specimen 1) 28.0 C
(G*) x sin(δ)= 4211 kPa

Test 5 of 5

DIME Test ID: 2021-09-08-34-5
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: 10/25/2021
Date Tested: 10/20/2021
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: 2018 per standard spec.
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -6.1 C
Maximum test bath temperature at 240 s -6.0 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 68.600 mPa
Estimated Stiffness Modulus 60.0 s 68.600 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.412