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Sample Record for 2022-03-07-9

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Project Information

Project ID: 215304 DEA: 010E0814 EFIS: 0118000172 QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-20,29,175-Var
Work Description: Replace & widen bridges
Location Description: LAKE COUNTY AT VARIOUS LOCATIONS
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: Daniel Kraft Structure Rep.: Juan Sanchez Ramos

Sample Information

DIME Sample ID: 2022-03-07-9
TL Number from the TL Form: 035681
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: 03/07/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/14/2022
The quantity of what the sample constitutes: 1 OF 1
A brief description of the sample: BINDER
From where was the sample collected: Source
Laboratory sample identification: GARCO 1635433720
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: GRANITE

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia 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: 2022-03-07-9-1
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: 03/21/2022
Date Tested: 03/16/2022
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: ORIG
Test Result Compliance:
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 0.256 kPa
Phase Angle (δ) (for the 10 cycles) 83.1 degree
Complex Modulus (G*) (for the 10 measurements) 2.130 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.15 kPa

Test 2 of 4

DIME Test ID: 2022-03-07-9-2
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: 03/21/2022
Date Tested: 03/16/2022
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: RTFO
Test Result Compliance:
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 0.817 kPa
Phase Angle (δ) (for the 10 cycles) 75.5 degree
Complex Modulus (G*) (for the 10 measurements) 8.170 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 8.44 kPa

Test 3 of 4

DIME Test ID: 2022-03-07-9-3
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: 03/21/2022
Date Tested: 03/17/2022
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: PAV
Test Result Compliance:
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 40.516 kPa
Phase Angle (δ) (for the 10 cycles) 47.3 degree
Complex Modulus (G*) (for the 10 measurements) 4051.643 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 2978 kPa

Test 4 of 4

DIME Test ID: 2022-03-07-9-4
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: 03/21/2022
Date Tested: 03/16/2022
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: ORIG 2ND
Test Result Compliance:
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 0.254 kPa
Phase Angle (δ) (for the 10 cycles) 83.1 degree
Complex Modulus (G*) (for the 10 measurements) 2.121 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.14 kPa