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Sample Record for 2021-11-17-26

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Project Information

Project ID: 215126 DEA: 010G33U4 EFIS: 0120000002 QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-20-5.1/6.3
Work Description: Widen shoulders and replace bridge with box culvert.
Location Description: LAKE COUNTY NEAR UPPER LAKE FROM 0.4 MILE WEST OF WITTER SPRINGS ROAD TO 0.4 MILE EAST OF BACHELOR CREEK BRIDGE
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 Fourth St., Berkeley, CA 94710
Resident Engineer: Katharine Perrin Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-11-17-26
TL Number from the TL Form: 005768
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 11/17/2021
Date that the sample was received by the laboratory/organization performing the testing: 12/14/2021
The quantity of what the sample constitutes: 1
A brief description of the sample: Binder
From where was the sample collected: Job Site
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:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Granite Construction
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2021-11-17-26-1
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: 01/04/2022
Date Tested: 12/22/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd., 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: as per 2018 standard specs 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 0.238 kPa
Phase Angle (δ) (for the 10 cycles) 84.5 degree
Complex Modulus (G*) (for the 10 measurements) 1.980 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.99 kPa

Test 2 of 2

DIME Test ID: 2021-11-17-26-2
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: 01/04/2022
Date Tested: 12/21/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd., 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: as per 2018 standard specs 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 0.573 kPa
Phase Angle (δ) (for the 10 cycles) 78.7 degree
Complex Modulus (G*) (for the 10 measurements) 5.728 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 5.84 kPa