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Sample Record for 2023-10-27-32

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Project Information

Project ID: 994534 DEA: 010H1604 EFIS: 0117000117 QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-R33.7/R43.2
Work Description: REPLACE AC SURFACING, PLACE HMA-A, RHMA-G & CONCRETE BARRIER.
Location Description: MENDOCINO COUNTY NEAR WILLITS FROM 1.1 MILES NORTH OF WEST ROAD OVERCROSSING TO 0.6 MILE SOUTH OF HAEHL CREEK BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 715 COMSTOCK STREET, SANTA CLARA CA 95054
Resident Engineer: Steve Tisell Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-10-27-32
TL Number from the TL Form: 033186
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: 10/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/31/2023
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: pg 64-16
From where was the sample collected: Source
Laboratory sample identification: 23-317
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Ukiah

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 2
Sublot number: 5
Tank number: 50 tons
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia 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: 2023-10-27-32-1
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 11/15/2023
Date Tested: 11/13/2023
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: OG
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
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) 86.1 degree
Complex Modulus (G*) (for the 10 measurements) 1.361 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.36 kPa

Test 2 of 5

DIME Test ID: 2023-10-27-32-2
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 11/15/2023
Date Tested: 11/13/2023
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: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.383 kPa
Phase Angle (δ) (for the 10 cycles) 81.2 degree
Complex Modulus (G*) (for the 10 measurements) 3.811 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.86 kPa

Test 3 of 5

DIME Test ID: 2023-10-27-32-3
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 11/15/2023
Date Tested: 11/15/2023
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: 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 35.801 kPa
Phase Angle (δ) (for the 10 cycles) 49.7 degree
Complex Modulus (G*) (for the 10 measurements) 3562.167 kPa
Test Temperature (Specimen 1) 28.0 C
(G*) x sin(δ)= 2717 kPa

Test 4 of 5

DIME Test ID: 2023-10-27-32-4
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 11/15/2023
Date Tested: 11/15/2023
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: BBR
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 -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 77.3 mPa
Estimated Stiffness Modulus 60.0 s 77.2 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.393

Test 5 of 5

DIME Test ID: 2023-10-27-32-5
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 11/15/2023
Date Tested: 11/14/2023
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: DUCT
Test Result Compliance: complies
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested One
Ductility of test #1 (D1) 145 cm
Ductility of sample 145 cm