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Sample Record for 2024-06-19-113

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Project Information

Project ID: 993868 DEA: 050C7324 EFIS: 0512000228 QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-1-13.4/14.9
Work Description: CONSTRUCT PEDESTRIAN OVERCROSSING AND AUXILIARY LANE.
Location Description: SANTA CRUZ COUNTY IN AND NEAR CITY OF CAPITOLA FROM 0.2 MILE SOUTH OF 41ST AVENUE OVERCROSSING TO 0.2 MILE NORTH OF SOQUEL DRIVE OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 585 BEACH STREET, WATSONVILLE CA 95076
Resident Engineer: Gareth Gill Structure Rep.: Alejandro (Alex) Gomez

Sample Information

DIME Sample ID: 2024-06-19-113
TL Number from the TL Form: C956531
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: 06/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/28/2024
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG 64-10
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Salinas Batch

Material Information

Performance Grade: PG 64-10
Modified: No
Lot number: 1
Sublot number: 5
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): 5

Test Results

Test 1 of 5

DIME Test ID: 2024-06-19-113-1
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: 07/08/2024
Date Tested: 07/01/2024
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 0.176 kPa
Phase Angle (δ) (for the 10 cycles) 89.4 degree
Complex Modulus (G*) (for the 10 measurements) 1.460 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.46 kPa

Test 2 of 5

DIME Test ID: 2024-06-19-113-2
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: 07/08/2024
Date Tested: 07/01/2024
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 0.266 kPa
Phase Angle (δ) (for the 10 cycles) 88.7 degree
Complex Modulus (G*) (for the 10 measurements) 2.643 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 2.64 kPa

Test 3 of 5

DIME Test ID: 2024-06-19-113-3
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: 07/08/2024
Date Tested: 07/03/2024
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: 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 56.433 kPa
Phase Angle (δ) (for the 10 cycles) 65.6 degree
Complex Modulus (G*) (for the 10 measurements) 5615.019 kPa
Test Temperature (Specimen 1) 31.0 C
(G*) x sin(δ)= 5114 kPa

Test 4 of 5

DIME Test ID: 2024-06-19-113-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 07/08/2024
Date Tested: 07/02/2024
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: DUCT
Test Result Compliance: complies
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested One
Ductility of test #1 (D1) 150 cm
Ductility of sample 150 cm

Test 5 of 5

DIME Test ID: 2024-06-19-113-5
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: 07/08/2024
Date Tested: 07/03/2024
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 +3C
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 30.964 kPa
Phase Angle (δ) (for the 10 cycles) 69.5 degree
Complex Modulus (G*) (for the 10 measurements) 3080.824 kPa
Test Temperature (Specimen 1) 34.0 C
(G*) x sin(δ)= 2886 kPa