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Sample Record for 2022-08-03-39

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Project Information

Project ID: 215349 DEA: 081C0824 EFIS: 0816000087 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-R104.9/R134.2
Work Description: PLACE HMA (TYPE A), JPCP AND IMPORTED BORROW.
Location Description: RIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 1302 W DRIVERS WAY, TEMPE, AZ. 85284
Resident Engineer: Khoi Vu Structure Rep.: Shukri Abouazra

Sample Information

DIME Sample ID: 2022-08-03-39
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: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 08/03/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/30/2022
The quantity of what the sample constitutes: 25% Rap Extracted & Recovered Binder
A brief description of the sample: PG Asphalt Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fisher Sand and Gravel-Tempe

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Holly Frontier Asphalt Company - Glendale AZ
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2022-08-03-39-1
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: 08/30/2022
Date Tested: 08/30/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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 0.524 kPa
Phase Angle (δ) (for the 10 cycles) 66.3 degree
Complex Modulus (G*) (for the 10 measurements) 5.236 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 5.72 kPa

Test 2 of 7

DIME Test ID: 2022-08-03-39-2
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: 09/01/2022
Date Tested: 08/31/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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 45.456 kPa
Phase Angle (δ) (for the 10 cycles) 46.5 degree
Complex Modulus (G*) (for the 10 measurements) 4544.921 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 3297 kPa

Test 3 of 7

DIME Test ID: 2022-08-03-39-3
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 08/30/2022
Date Tested: 08/30/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: ER
Test Result Compliance: complies
Additional Comments When Verified:
% Elongation Recovery 78 %

Test 4 of 7

DIME Test ID: 2022-08-03-39-4
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: 09/01/2022
Date Tested: 09/01/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: BBR
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -18.1 C
Maximum test bath temperature at 240 s -18 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 977 mN
Beam deflection 60.0 s no data0 µm
Measured Stiffness Modulus 60.0 s 220 MPa
Estimated Stiffness Modulus 60.0 s 220 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.318

Test 5 of 7

DIME Test ID: 2022-08-03-39-5
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: 08/30/2022
Date Tested: 08/30/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Delta
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue two specimens
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.524 kPa
Phase Angle (δ) (for the 10 cycles) 66.3 degree
Complex Modulus (G*) (for the 10 measurements) 5.236 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 5.72 kPa
Stress Amplitude 2 0.279 kPa
Phase Angle 2 (δ) (for the 10 cycles) 68.5 degree
Complex Modulus 2 (G*) (for the 10 measurements) 2.786 kPa
Test Temperature (Specimen 2) 70.0 C
Dynamic Shear 2, G*/sin(δ) 2.99 kPa
Delta at 2.2 kpa 69.1 degree

Test 6 of 7

DIME Test ID: 2022-08-03-39-6
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: 08/30/2022
Date Tested: 08/30/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: RTFO @70C
Test Result Compliance: not applicable
Additional Comments When Verified:
Phase RTFO residue
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.279 kPa
Phase Angle (δ) (for the 10 cycles) 68.5 degree
Complex Modulus (G*) (for the 10 measurements) 2.786 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 2.99 kPa

Test 7 of 7

DIME Test ID: 2022-08-03-39-7
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: 08/30/2022
Date Tested: 08/30/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: RTFO @76C
Test Result Compliance: not applicable
Additional Comments When Verified:
Phase RTFO residue
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.151 kPa
Phase Angle (δ) (for the 10 cycles) 71.3 degree
Complex Modulus (G*) (for the 10 measurements) 1.511 kPa
Test Temperature (Specimen 1) 76.0 C
Dynamic Shear, G*/sin(δ) 1.60 kPa