Print Report | Back to Test Summary

Testing Report for 2021-02-08-22-5

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

Project Information

DEA: ASCP
EFIS: ASCP
Project ID: 44444
QA Service Level:
DIST-CO-RTE-PM: 59---
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: 2021-02-08-22
TL Number from the TL Form:
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: 2/8/2021
Date that the sample was received by the laboratory/organization performing the testing: 3/8/2021
The quantity of what the sample constitutes: 1 of 3 cans
A brief description of the sample: Asphalt Binder Multi-Grade 64-10/16
From where was the sample collected: Manufacturer
Laboratory sample identification: AC-1025-WS
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: VSS Emultech

Material Information

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

Test Information

DIME Test ID: 2021-02-08-22-5
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: 3/18/2021
Verified Date: 3/19/2021
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 PAV
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Phase: PAV residue
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 29.389 kPa
Phase Angle (δ) (for the 10 cycles): 48.1 degree
Complex Modulus (G*) (for the 10 measurements): 2938.952 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2187 kPa