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Sample Record for 2022-08-09-57

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Project Information

Project ID: 215744 DEA: 033H93U4 EFIS: 0321000091 QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB,BUT-70-25.5/25.8,0.0/3.8
Work Description: WIDEN ROADWAY & SHOULDER, ADD TURN LANES & CONSTRUCT BRIDGE.
Location Description: YUBA AND BUTTE COUNTIES ABOUT 11 MILES NORTH OF MARYSVILLE FROM 0.8 MILE NORTH OF CHANDLER ROAD TO 0.2 MILE SOUTH OF EAST GRIDLEY ROAD
Contractor Name: Teichert Construction & MCM JV
Contractor Address: 4401 Duluth Ave, Rocklin, CA 95766
Resident Engineer: Anthony Granados Structure Rep.: Matt Crete

Sample Information

DIME Sample ID: 2022-08-09-57
TL Number from the TL Form: 779023
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: 08/09/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/01/2022
The quantity of what the sample constitutes: 1can
A brief description of the sample: PG64-16
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia, CA

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10
Asphalt Binder Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2022-08-09-57-1
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: 11/09/2022
Date Tested: 11/08/2022
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:
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 0.177 kPa
Phase Angle (δ) (for the 10 cycles) 84.8 degree
Complex Modulus (G*) (for the 10 measurements) 1.476 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.48 kPa