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Sample Record for 2022-08-16-44

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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: 2022-08-16-44
TL Number from the TL Form: 08A3187
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: 08/16/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/22/2022
The quantity of what the sample constitutes: 4 Quart Cans
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 58-34 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): 11

Test Results

Test 1 of 11

DIME Test ID: 2022-08-16-44-4
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: 08/30/2022
Date Tested: 08/29/2022
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 Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.265 kPa
Phase Angle (δ) (for the 10 cycles) 60.0 degree
Complex Modulus (G*) (for the 10 measurements) 2.652 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 3.06 kPa

Test 2 of 11

DIME Test ID: 2022-08-16-44-8
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: 08/28/2022
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 0.265 kPa
Phase Angle (δ) (for the 10 cycles) 60.0 degree
Complex Modulus (G*) (for the 10 measurements) 2.652 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 3.06 kPa
Stress Amplitude 2 0.158 kPa
Phase Angle 2 (δ) (for the 10 cycles) 61.3 degree
Complex Modulus 2 (G*) (for the 10 measurements) 1.576 kPa
Test Temperature (Specimen 2) 64.0 C
Dynamic Shear 2, G*/sin(δ) 1.80 kPa
Delta at 2.2 kpa 60.9 degree

Test 3 of 11

DIME Test ID: 2022-08-16-44-1
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: 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: Mass Change
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 #1 169.478 grams
Mass of empty container #2 173.338 grams
Mass of container #1 before test (m1i) 204.705 grams
Mass of container #2 before test (m2i) 208.491 grams
Mass of container #1 after test (m1f) 204.466 grams
Mass of container #2 after test (m2f) 208.239 grams
Average mass change -0.698 percent

Test 4 of 11

DIME Test ID: 2022-08-16-44-9
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: 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 0.160 kPa
Phase Angle (δ) (for the 10 cycles) 61.5 degree
Complex Modulus (G*) (for the 10 measurements) 1.337 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.52 kPa

Test 5 of 11

DIME Test ID: 2022-08-16-44-2
Test Method: AASHTO T301-13: 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:
Final Reading from the testing machine (X) 2 cm
% Elongation Recovery 90 %

Test 6 of 11

DIME Test ID: 2022-08-16-44-7
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
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: MSCR
Test Result Compliance:
Additional Comments When Verified:
PG test temperature 58 C
Average percent recovery at 0.1 kPa 87.43 %
Average percent recovery at 3.2 kPa 72.56 %
Nonrecoverable creep compliance 0.2414
Nonrecoverable creep compliance 0.5255
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa 117.72 %

Test 7 of 11

DIME Test ID: 2022-08-16-44-10
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 18.477 kPa
Phase Angle (δ) (for the 10 cycles) 53.0 degree
Complex Modulus (G*) (for the 10 measurements) 1847.680 kPa
Test Temperature (Specimen 1) 16.0 C
(G*) x sin(δ)= 1476 kPa

Test 8 of 11

DIME Test ID: 2022-08-16-44-6
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: 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 -24.1 C
Maximum test bath temperature at 240 s -23.9 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 984 mN
Beam deflection 60.0 s no data0 µm
Measured Stiffness Modulus 60.0 s 237 mPa
Estimated Stiffness Modulus 60.0 s 237 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.468

Test 9 of 11

DIME Test ID: 2022-08-16-44-11
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: 09/02/2022
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: PAV @ 40HR AGED
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 31.334 kPa
Phase Angle (δ) (for the 10 cycles) 47.2 degree
Complex Modulus (G*) (for the 10 measurements) 3133.514 kPa
Test Temperature (Specimen 1) 16.0 C
(G*) x sin(δ)= 2299 kPa

Test 10 of 11

DIME Test ID: 2022-08-16-44-12
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: 09/02/2022
Date Tested: 09/02/2022
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 40HR AGED @ -24C
Test Result Compliance: not applicable
Additional Comments When Verified:
Minimum test bath temperature at 240 s -24 C
Maximum test bath temperature at 240 s -23.9 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 205 MPa
Estimated Stiffness Modulus 60.0 s 205 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.336

Test 11 of 11

DIME Test ID: 2022-08-16-44-13
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: 09/02/2022
Date Tested: 09/02/2022
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 40HR AGED @ -30C
Test Result Compliance: not applicable
Additional Comments When Verified:
Minimum test bath temperature at 240 s -30 C
Maximum test bath temperature at 240 s -29.9 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 970 mN
Beam deflection 60.0 s no data0 µm
Measured Stiffness Modulus 60.0 s 442 MPa
Estimated Stiffness Modulus 60.0 s 443 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.288