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Sample Record for 2021-10-27-21

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Project Information

Project ID: 215581 DEA: 061B0104 EFIS: 0620000139 QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-41-13.4/35.2
Work Description: COLD PLANE AC PAVEMENT AND PLACE HMA (TYPE A).
Location Description: MADERA COUNTY AT VARIOUS LOCATIONS FROM 2.0 MILES NORTH OF ROAD 208 TO 0.1 MILE SOUTH OF ROYAL OAKS DRIVE
Contractor Name: YARBS GRADING AND PAVING INC.
Contractor Address: 11339 S PEACH AVE, FRESNO, CA 93725
Resident Engineer: Felix Vaquilar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-10-27-21
TL Number from the TL Form: 026978
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: 10/27/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/08/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: 64-10
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Ashlan

Material Information

Performance Grade: PG 64-10
Modified:
Lot number: 1
Sublot number: 17
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:

Test Results

Test 1 of 4

DIME Test ID: 2021-10-27-21-1
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: 11/17/2021
Date Tested: 11/14/2021
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 0.166 kPa
Phase Angle (δ) (for the 10 cycles) 89.6 degree
Complex Modulus (G*) (for the 10 measurements) 1.380 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.38 kPa

Test 2 of 4

DIME Test ID: 2021-10-27-21-2
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: 11/17/2021
Date Tested: 11/14/2021
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 0.254 kPa
Phase Angle (δ) (for the 10 cycles) 88.9 degree
Complex Modulus (G*) (for the 10 measurements) 2.544 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 2.54 kPa

Test 3 of 4

DIME Test ID: 2021-10-27-21-3
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: 11/17/2021
Date Tested: 11/15/2021
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 45.555 kPa
Phase Angle (δ) (for the 10 cycles) 65.3 degree
Complex Modulus (G*) (for the 10 measurements) 4555.512 kPa
Test Temperature (Specimen 1) 31.0 C
(G*) x sin(δ)= 4139 kPa

Test 4 of 4

DIME Test ID: 2021-10-27-21-4
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: 11/17/2021
Date Tested: 11/17/2021
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:
Minimum test bath temperature at 240 s 0.0 C
Maximum test bath temperature at 240 s 0.0 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 994.0 mN
Beam deflection 60.0 s 0.449 µm
Measured Stiffness Modulus 60.0 s 178.000 mPa
Estimated Stiffness Modulus 60.0 s 178.000 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.451