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Sample Record for 2021-09-24-43

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Project Information

Project ID: 215582 DEA: 061B0204 EFIS: 0620000140 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-155-35.5/37.5,42.5/44.5
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT, CRACK TREATMENT, AND PLACE HMA.
Location Description: KERN COUNTY NEAR GLENVILLE FROM 3.3 MILES EAST OF BLUE MOUNTAIN ROAD TO 0.8 MILE WEST OF GRANITE ROAD AND FROM 2.2 MILES EAST OF PASCOE ROAD TO 2.6 MILES WEST OF SANDY CREEK FIRE D ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: Robert Decker Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-09-24-43
TL Number from the TL Form: 751690
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 09/24/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/08/2021
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: San Joaquin Refinery

Material Information

Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
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 on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2021-09-24-43-1
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: 10/22/2021
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: 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 0.161 kPa
Phase Angle (δ) (for the 10 cycles) 89.2 degree
Complex Modulus (G*) (for the 10 measurements) 1.341 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.34 kPa

Test 2 of 5

DIME Test ID: 2021-09-24-43-2
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: 10/22/2021
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: 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 0.243 kPa
Phase Angle (δ) (for the 10 cycles) 88.4 degree
Complex Modulus (G*) (for the 10 measurements) 2.435 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 2.44 kPa

Test 3 of 5

DIME Test ID: 2021-09-24-43-3
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: 10/22/2021
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: Per 2018 standard specifications PAV
Test Result Compliance: not applicable
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 68.905 kPa
Phase Angle (δ) (for the 10 cycles) 57.9 degree
Complex Modulus (G*) (for the 10 measurements) 6890.064 kPa
Test Temperature (Specimen 1) 28.0 C
(G*) x sin(δ)= 5837 kPa

Test 4 of 5

DIME Test ID: 2021-09-24-43-4
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: 10/22/2021
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: 2018 per standard specifications
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -6 C
Maximum test bath temperature at 240 s -5.9 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) no data0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 no data0 mN
Deflection at time 0.0 s no data0 µm
Load at time 0.5 s no data0 mN
Deflection at time 0.5 s no data0 µm
Load at 60.0 s no data0 mN
Beam deflection 60.0 s no data0 µm
Measured Stiffness Modulus 60.0 s 187 mPa
Estimated Stiffness Modulus 60.0 s 186 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.387

Test 5 of 5

DIME Test ID: 2021-09-24-43-5
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: 10/22/2021
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 +3
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 40.636 kPa
Phase Angle (δ) (for the 10 cycles) 61.9 degree
Complex Modulus (G*) (for the 10 measurements) 4063.349 kPa
Test Temperature (Specimen 1) 31.0 C
(G*) x sin(δ)= 3584 kPa