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Sample Record for 2024-07-26-30

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Project Information

Project ID: 1000002 DEA: 010M6404 EFIS: 0123000051 QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-29-R45.1/52.5
Work Description: RHMA-G, COLD PLANE AC PAVEMENT, AND PAVEMENT DELINEATION.
Location Description: LAKE COUNTY NEAR LAKEPORT FROM PARK WAY OVERCROSSING TO ROUTE 20
Contractor Name: ARGONAUT CONSTRUCTORS , INC.
Contractor Address: 360 Sutton Place, Santa Rosa, CA 95402
Resident Engineer: Daniel Kraft Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-07-26-30
TL Number from the TL Form: 802720
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 07/26/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/29/2024
The quantity of what the sample constitutes: 1 can binder
A brief description of the sample: 1 can PG 58-22 binder
From where was the sample collected: Source
Laboratory sample identification: 24-139
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite HWY 175

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: 2024-07-26-30-1
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: 08/07/2024
Date Tested: 08/02/2024
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: Original
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 0.171 kPa
Phase Angle (δ) (for the 10 cycles) 85.3 degree
Complex Modulus (G*) (for the 10 measurements) 1.418 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.42 kPa

Test 2 of 4

DIME Test ID: 2024-07-26-30-2
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: 08/07/2024
Date Tested: 08/02/2024
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: 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 0.427 kPa
Phase Angle (δ) (for the 10 cycles) 79.9 degree
Complex Modulus (G*) (for the 10 measurements) 4.244 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 4.31 kPa

Test 3 of 4

DIME Test ID: 2024-07-26-30-3
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: 08/07/2024
Date Tested: 08/06/2024
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: 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 32.323 kPa
Phase Angle (δ) (for the 10 cycles) 48.4 degree
Complex Modulus (G*) (for the 10 measurements) 3216.104 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 2405 kPa

Test 4 of 4

DIME Test ID: 2024-07-26-30-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 08/07/2024
Date Tested: 08/06/2024
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) 75 cm
Ductility of sample 75 cm