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Testing Report for 2021-06-01-37-5

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

Project Information

Project ID: 44444
QA Service Level:
Work Description: Special project for submitting Sample information for Asphalt Supplier Certification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-01-37
TL Number from the TL Form:
Sample Submitted By Organization: VSS Emultech
Sample Organization Contact: (916) 373-1500
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 6/1/2021
Date that the sample was received by the laboratory/organization performing the testing: 6/1/2021
The quantity of what the sample constitutes: 2 cans, split sample
A brief description of the sample: Asphalt Binder
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: VSS Emultech West Sac

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number: 2002
Time of sample: 8:00AM
HMA Supplier:
Asphalt Binder Supplier: VSS Emultech - West Sacramento CA
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10

Test Information

DIME Test ID: 2021-06-01-37-5
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)
Date Tested: 6/3/2021
Verified Date: 7/1/2021
Submitted By Organization: VSS Emultech
Organization Address: 3785 Channel Drive,
Organization City: West Sacramento
Organization State: CA
Organization Zipcode: 95691
Organization Email:
Organization Phone: (916) 373-1500
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Phase: PAV residue
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 50.5 degree
(G*) x sin(δ)=: 2278 kPa