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Sample Record for 2022-08-07-4

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Project Information

Project ID: 993732 DEA: 010K9804 EFIS: 0121000038 QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-64.9/69.3
Work Description: REPLACE ASPHALT CONCRETE SURFACING; GEOSYNTHETIC PAVEMENT INTERLAYER.
Location Description: MENDOCINO COUNTY AT AND NEAR LAYTONVILLE FROM 1.6 MILES SOUTH TO 2.5 MILES NORTH OF TEN MILE CREEK BRIDGE
Contractor Name: ARGONAUT CONSTRUCTION
Contractor Address: P. O. BOX 639, SANTA ROSA, CA 95402
Resident Engineer: Katharine Perrin Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-08-07-4
TL Number from the TL Form: 033178
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 08/07/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/08/2022
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: R25 PG58-22
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Ukiah

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number: 1
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: Yes
Multigrade Type: PG 58-22 / PG 58-16
Asphalt Binder Mix Number:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2022-08-07-4-1
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: 08/19/2022
Date Tested: 08/17/2022
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 Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.219 kPa
Phase Angle (δ) (for the 10 cycles) 84.5 degree
Complex Modulus (G*) (for the 10 measurements) 1.825 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.83 kPa

Test 2 of 4

DIME Test ID: 2022-08-07-4-2
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: 08/19/2022
Date Tested: 08/17/2022
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 Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.617 kPa
Phase Angle (δ) (for the 10 cycles) 77.6 degree
Complex Modulus (G*) (for the 10 measurements) 6.167 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 6.31 kPa

Test 3 of 4

DIME Test ID: 2022-08-07-4-3
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: 08/19/2022
Date Tested: 08/17/2022
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 41.614 kPa
Phase Angle (δ) (for the 10 cycles) 46.6 degree
Complex Modulus (G*) (for the 10 measurements) 4161.043 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 3023 kPa

Test 4 of 4

DIME Test ID: 2022-08-07-4-4
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
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
Data has not been verified.