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Sample Record for 2021-10-07-111

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Project Information

Project ID: 215308 DEA: 09360704 EFIS: 0914000003 QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-R6.9/T9.6
Work Description: PLACE HMA, ROADWAY EXCAVATION AND CONSTRUCT CONCRETE BARRIER.
Location Description: MONO COUNTY NEAR TOM'S PLACE FROM 2.4 MILES SOUTH OF LOWER ROCK CREEK ROAD TO 0.3 MILE NORTH OF LOWER ROCK CREEK ROAD
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 Banana Ave, Fontana, CA 92335
Resident Engineer: Lee Scotese Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-10-07-111
TL Number from the TL Form: 661815
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: 10/07/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/16/2021
The quantity of what the sample constitutes: 1 OF 1
A brief description of the sample: 58-34M
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: granite

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
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): 4

Test Results

Test 1 of 4

DIME Test ID: 2021-10-07-111-1
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: 12/03/2021
Date Tested: 11/30/2021
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 ORIG
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 0.154 kPa
Phase Angle (δ) (for the 10 cycles) 67.2 degree
Complex Modulus (G*) (for the 10 measurements) 1.285 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.39 kPa

Test 2 of 4

DIME Test ID: 2021-10-07-111-2
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: 12/03/2021
Date Tested: 11/30/2021
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 MOD
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 0.228 kPa
Phase Angle (δ) (for the 10 cycles) 67.9 degree
Complex Modulus (G*) (for the 10 measurements) 2.281 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.46 kPa
Stress Amplitude 2 0.129 kPa
Phase Angle 2 (δ) (for the 10 cycles) 69.6 degree
Complex Modulus 2 (G*) (for the 10 measurements) 1.291 kPa
Test Temperature (Specimen 2) 64.0 C
Dynamic Shear 2, G*/sin(δ) 1.38 kPa
Delta at 2.2 kpa 68.3 degree

Test 3 of 4

DIME Test ID: 2021-10-07-111-3
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: 12/03/2021
Date Tested: 12/01/2021
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 25.851 kPa
Phase Angle (δ) (for the 10 cycles) 47.5 degree
Complex Modulus (G*) (for the 10 measurements) 2585.163 kPa
Test Temperature (Specimen 1) 16.0 C
(G*) x sin(δ)= 1906 kPa

Test 4 of 4

DIME Test ID: 2021-10-07-111-4
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: 12/03/2021
Date Tested: 12/02/2021
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 -24.0 C
Maximum test bath temperature at 240 s -24.0 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 947.0 mN
Beam deflection 60.0 s 0.726 µm
Measured Stiffness Modulus 60.0 s 105.000 mPa
Estimated Stiffness Modulus 60.0 s 105.000 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.343