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Sample Record for 2021-09-23-69

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Project Information

Project ID: 215680 DEA: 010K4804 EFIS: 0120000102 QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-20-0.7/5.2,5.9/8.2
Work Description: RHMA OVERLAY, COLD PLANE AC PAVEMENT AND PRECOATED AGGREGATE.
Location Description: LAKE COUNTY NEAR UPPER LAKE FROM 0.1 MILE WEST OF BLUE LAKES ROAD TO 0.4 MILE WEST OF WITTER SPRINGS ROAD AND FROM 0.1 MILE EAST OF BACHELOR CREEK BRIDGE TO 0. 1 MILE WEST OF ROUTE 29
Contractor Name: Ghilloti Construction Co.
Contractor Address: 246 Ghilloti Ave, Santa Rosa CA 95407
Resident Engineer: Dan Kraft Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-09-23-69
TL Number from the TL Form: 005763
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: 09/23/2021
Date that the sample was received by the laboratory/organization performing the testing: 12/14/2021
The quantity of what the sample constitutes: 1 CAN
A brief description of the sample: 64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero

Material Information

Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Granite Construction - Ukiah
Certified Asphalt Supplier: Granite Construction - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2021-09-23-69-1
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: 12/22/2021
Date Tested: 12/22/2021
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: per 2018 standard specifications 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 0.211 kPa
Phase Angle (δ) (for the 10 cycles) 82.2 degree
Complex Modulus (G*) (for the 10 measurements) 1.759 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.78 kPa

Test 2 of 2

DIME Test ID: 2021-09-23-69-2
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: 12/22/2021
Date Tested: 12/21/2021
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: 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 0.450 kPa
Phase Angle (δ) (for the 10 cycles) 76.7 degree
Complex Modulus (G*) (for the 10 measurements) 4.504 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 4.63 kPa