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Testing Report for 2020-10-28-24-4

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

Project Information

DEA: 101J3604
EFIS: 1018000228
Project ID: 215562
QA Service Level: 1
DIST-CO-RTE-PM: 10-CAL-49-8.6
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Stan Oshita
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-10-28-24
TL Number from the TL Form: 034782
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: 10/28/2020
Date that the sample was received by the laboratory/organization performing the testing: 3/9/2021
The quantity of what the sample constitutes: 2 of 2 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: VSS Emultech

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: George Reed - Mountain
Asphalt Binder Supplier: VSS Emultech - West Sacramento CA
Multigrade Type:

Test Information

DIME Test ID: 2020-10-28-24-4
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: 3/12/2021
Verified Date: 3/12/2021
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:
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: 0.409 kPa
Phase Angle (δ) (for the 10 cycles): 82.5 degree
Complex Modulus (G*) (for the 10 measurements): 4.090 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 4.13 kPa