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Sample Record for 2021-08-23-26

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Project Information

Project ID: 215530 DEA: 051N1704 EFIS: 0520000136 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-135-1.0/R7.2
Work Description: Construct pavement using partial depth recycling and pave with RHMA
Location Description: CONSTRUCTION ON STATE HIGHWAY IN SANTA BARBARA COUNTY NEAR LOS ALAMOS FROM 0.3 MILE NORTH OF DEN STREET TO SAN ANTONIO CREEK BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2023 Preisker Lane, Suite B, Santa Maria, CA 93454
Resident Engineer: Lilian Bennetzen Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-23-26
TL Number from the TL Form: 023703 copy
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 08/23/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/31/2021
The quantity of what the sample constitutes: 2 cans - load 1
A brief description of the sample: Asphalt Binder PG 64-10
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction

Material Information

Performance Grade: PG 64-10
Modified: No
Lot number: 3
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Granite Construction
Asphalt Binder Supplier: Valero Marketing & Supply - Wilmington CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 5

DIME Test ID: 2021-08-23-26-1
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: 09/14/2021
Date Tested: 09/06/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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:
Is mass change based on one or two containers? Two
Any material loss from containers during heating process/testing? No
Mass of empty container #1 176.859 grams
Mass of empty container #2 168.133 grams
Mass of container #1 before test (m1i) 213.081 grams
Mass of container #2 before test (m2i) 203.343 grams
Mass of container #1 after test (m1f) 212.931 grams
Mass of container #2 after test (m2f) 203.194 grams
Average mass change -0.419 percent

Test 2 of 5

DIME Test ID: 2021-08-23-26-2
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: 09/14/2021
Date Tested: 09/06/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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 Original
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 0.200 kPa
Phase Angle (δ) (for the 10 cycles) 85.2 degree
Complex Modulus (G*) (for the 10 measurements) 1.670 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 1.68 kPa

Test 3 of 5

DIME Test ID: 2021-08-23-26-3
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: 09/14/2021
Date Tested: 09/06/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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
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 0.572 kPa
Phase Angle (δ) (for the 10 cycles) 78.9 degree
Complex Modulus (G*) (for the 10 measurements) 5.724 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 5.83 kPa

Test 4 of 5

DIME Test ID: 2021-08-23-26-4
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: 09/14/2021
Date Tested: 09/08/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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 24.358 kPa
Phase Angle (δ) (for the 10 cycles) 48.8 degree
Complex Modulus (G*) (for the 10 measurements) 2435.813 kPa
Test Temperature 31.0 C
(G*) x sin(δ)= 1833 kPa

Test 5 of 5

DIME Test ID: 2021-08-23-26-5
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: 09/14/2021
Date Tested: 09/14/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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 0.0 C
Maximum test bath temperature at 240 s 0.0 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 0.0 mN
Beam deflection 60.0 s 0.000 µm
Measured Stiffness Modulus 60.0 s 100.000 mPa
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.300

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.