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Testing Report for 2021-06-02-23-3

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 021J4504
EFIS: 0220000080
Project ID: 215245
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-89-14.0/19.0
Work Description: PLACE HMA (TYPE A).
Location Description: SISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Austin Henry
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-02-23
TL Number from the TL Form: 858982
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: 6/2/2021
Date that the sample was received by the laboratory/organization performing the testing: 6/17/2021
The quantity of what the sample constitutes: 1 of 4 cans
A brief description of the sample: ASPHALT BINDER
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 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: JF SHEA FAWNDALE
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-06-02-23-3
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Date Tested: 6/22/2021
Verified Date: 6/23/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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 :

Submitted Test Results

Phase: RTFO residue
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.333 kPa
Phase Angle (δ) (for the 10 cycles): 64.5 degree
Complex Modulus (G*) (for the 10 measurements): 3.327 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 3.69 kPa