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Sample Record for 2021-07-13-18

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Project Information

Project ID: 214945 DEA: 051G1304 EFIS: 0514000110 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-1-M29.9/49.2
Work Description: COLD PLANE AC PAVEMENT, PLACE RHMA-G & HMA (TYPE A).
Location Description: SANTA BARBARA COUNTY NEAR SANTA MARIA FROM CALIFORNIA BOULEVARD TO ROUTE 166
Contractor Name: CAL PORTLAND CONSTRUCTION
Contractor Address: 1625 E Donovan Road, Santa Maria, CA 93454
Resident Engineer: Thomas Peterson Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-07-13-18
TL Number from the TL Form: 210713D
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 07/13/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/20/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: World Oil

Material Information

Performance Grade: PG 64-10
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: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2021-07-13-18-2
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: 07/28/2021
Date Tested: 07/25/2021
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 0.196 kPa
Phase Angle (δ) (for the 10 cycles) 87.4 degree
Complex Modulus (G*) (for the 10 measurements) 1.633 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.63 kPa

Test 2 of 3

DIME Test ID: 2021-07-13-18-4
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: 07/28/2021
Date Tested: 07/25/2021
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
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 #1 166.539 grams
Mass of empty container #2 176.861 grams
Mass of container #1 before test (m1i) 201.594 grams
Mass of container #2 before test (m2i) 212.276 grams
Mass of container #1 after test (m1f) 201.567 grams
Mass of container #2 after test (m2f) 212.247 grams
Average mass change -0.079 percent

Test 3 of 3

DIME Test ID: 2021-07-13-18-5
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: 07/28/2021
Date Tested: 07/26/2021
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 0.528 kPa
Phase Angle (δ) (for the 10 cycles) 84.0 degree
Complex Modulus (G*) (for the 10 measurements) 5.278 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 5.31 kPa