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Sample Record for 2020-10-05-25

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Project Information

Project ID: 210673 DEA: 042640F4 EFIS: 0400020132 COOP: 042308A3 QA Service Level: 1
DIST-CO-RTE-PM: 04-SON--
Work Description:
Location Description:
Contractor Name: GHILOTTI CONSTRUCTION CO. INC.
Contractor Address: 246 GHILOTTI AVENUE, SANTA ROSA, CA 95407
Resident Engineer: Gina Choi Structure Rep.: Brian Beaudoin

Sample Information

DIME Sample ID: 2020-10-05-25
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: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 10/05/2020
Date that the sample was received by the laboratory/organization performing the testing: 11/09/2020
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: AB #1 test
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero Benicia

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier:
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2020-10-05-25-1
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: 11/17/2020
Date Tested: 11/10/2020
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:
Additional Comments When Verified:
Is mass change based on one or two containers? One
Any material loss from containers during heating process/testing? No
Mass of empty container #1 167.74 grams
Mass of container #1 before test (m1i) 203.21 grams
Mass of container #1 after test (m1f) 203.12 grams
Average mass change -0.254 percent

Test 2 of 6

DIME Test ID: 2020-10-05-25-2
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 11/17/2020
Date Tested: 11/10/2020
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: as per 2018 standard specs
Test Result Compliance: complies
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested One
Ductility of test #1 (D1) 75 cm
Ductility of sample 75 cm

Test 3 of 6

DIME Test ID: 2020-10-05-25-3
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 11/10/2020
Date Tested: 11/10/2020
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 Standards and Specifications
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 0.179 kPa
Phase Angle (δ) (for the 10 cycles) 85.9 degree
Complex Modulus (G*) (for the 10 measurements) 1.492 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.50 kPa

Test 4 of 6

DIME Test ID: 2020-10-05-25-4
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 11/17/2020
Date Tested: 11/10/2020
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 Standards and Specifications
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 0.346 kPa
Phase Angle (δ) (for the 10 cycles) 82.2 degree
Complex Modulus (G*) (for the 10 measurements) 3.457 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.49 kPa

Test 5 of 6

DIME Test ID: 2020-10-05-25-5
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 11/13/2020
Date Tested: 11/13/2020
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 Standards and Specifications
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 32.476 kPa
Phase Angle (δ) (for the 10 cycles) 49.7 degree
Complex Modulus (G*) (for the 10 measurements) 3247.277 kPa
Test Temperature (Specimen 1) 28.0 C
(G*) x sin(δ)= 2477 kPa

Test 6 of 6

DIME Test ID: 2020-10-05-25-6
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: 11/17/2020
Date Tested: 11/13/2020
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 Standards and Specifications
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s no data
Maximum test bath temperature at 240 s no data
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 76.6 mPa
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.396