Print Report | Back to Sample Detail

Sample Record for 2021-01-18-14

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

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: 2021-01-18-14
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: Informational
Type of Material: Asphalt Binder
Sample Taken Date: 01/18/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/08/2021
The quantity of what the sample constitutes: 1 of 4 cans
A brief description of the sample: Asphalt Binder
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: WORLD OIL

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Lunday Thagard Company-World Oil - South Gate CA
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 9

Test Results

Test 1 of 9

DIME Test ID: 2021-01-18-14-1
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/29/2021
Date Tested: 02/24/2021
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: MSCR Study ORIG
Test Result Compliance: not applicable
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 0.166 kPa
Phase Angle (δ) (for the 10 cycles) 86.9 degree
Complex Modulus (G*) (for the 10 measurements) 1.379 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.38 kPa

Test 2 of 9

DIME Test ID: 2021-01-18-14-2
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/29/2021
Date Tested: 02/24/2021
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: MSCR Study ORIG
Test Result Compliance: not applicable
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 0.168 kPa
Phase Angle (δ) (for the 10 cycles) 86.9 degree
Complex Modulus (G*) (for the 10 measurements) 1.401 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.40 kPa

Test 3 of 9

DIME Test ID: 2021-01-18-14-3
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/29/2021
Date Tested: 03/29/2021
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: MSCR Study ORIG
Test Result Compliance: not applicable
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 0.170 kPa
Phase Angle (δ) (for the 10 cycles) 86.8 degree
Complex Modulus (G*) (for the 10 measurements) 1.414 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.42 kPa

Test 4 of 9

DIME Test ID: 2021-01-18-14-4
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/29/2021
Date Tested: 02/24/2021
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: MSCR Study RTFO
Test Result Compliance: not applicable
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 0.428 kPa
Phase Angle (δ) (for the 10 cycles) 82.1 degree
Complex Modulus (G*) (for the 10 measurements) 4.285 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 4.33 kPa

Test 5 of 9

DIME Test ID: 2021-01-18-14-5
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/29/2021
Date Tested: 02/24/2021
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: MSCR Study RTFO
Test Result Compliance: not applicable
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 0.400 kPa
Phase Angle (δ) (for the 10 cycles) 82.6 degree
Complex Modulus (G*) (for the 10 measurements) 4.002 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 4.04 kPa

Test 6 of 9

DIME Test ID: 2021-01-18-14-6
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/29/2021
Date Tested: 02/24/2021
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: MSCR Study RTFO
Test Result Compliance: not applicable
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 0.417 kPa
Phase Angle (δ) (for the 10 cycles) 82.3 degree
Complex Modulus (G*) (for the 10 measurements) 4.169 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 4.21 kPa

Test 7 of 9

DIME Test ID: 2021-01-18-14-7
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: 03/29/2021
Date Tested: 02/24/2021
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: MSCR Study
Test Result Compliance: not applicable
Additional Comments When Verified:
PG test temperature 64 C
Average percent recovery at 0.1 kPa 4.56 %
Average percent recovery at 3.2 kPa no data0 %
Nonrecoverable creep compliance 2.0982
Nonrecoverable creep compliance 2.4069
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa 14.71 %

Test 8 of 9

DIME Test ID: 2021-01-18-14-8
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: 03/29/2021
Date Tested: 02/24/2021
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: MSCR Study
Test Result Compliance: not applicable
Additional Comments When Verified:
PG test temperature 64 C
Average percent recovery at 0.1 kPa 4.26 %
Average percent recovery at 3.2 kPa no data0 %
Nonrecoverable creep compliance 2.217
Nonrecoverable creep compliance 2.5395
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa 14.55 %

Test 9 of 9

DIME Test ID: 2021-01-18-14-9
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: 03/29/2021
Date Tested: 02/24/2021
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: MSCR Study
Test Result Compliance: not applicable
Additional Comments When Verified:
PG test temperature 64 C
Average percent recovery at 0.1 kPa 4.77 %
Average percent recovery at 3.2 kPa no data0 %
Nonrecoverable creep compliance 2.0625
Nonrecoverable creep compliance 2.4022
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa 16.47 %