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Testing Report for 2020-11-27-2-5

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: 2020-11-27-2
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: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 11/27/2020
Date that the sample was received by the laboratory/organization performing the testing: 12/14/2020
The quantity of what the sample constitutes: 1 OF 4
A brief description of the sample: Asphalt Binder
From where was the sample collected: Manufacturer
Laboratory sample identification: 17205822114
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Seventeen Twenty

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number: 4
Time of sample: 8:00
HMA Supplier:
Asphalt Binder Supplier:
Multigrade:
Multigrade Type:

Test Information

DIME Test ID: 2020-11-27-2-5
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: 1/7/2021
Verified Date: 1/7/2021
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 Specs
Test Result Compliance: complies
Additional Comments When Verified : Please respond with any additional questions you may have to Juan.Gomez@dot.ca.gov

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: 34.026 kPa
Phase Angle (δ) (for the 10 cycles): 50.4 degree
Complex Modulus (G*) (for the 10 measurements): 3401.844 kPa
Test Temperature: 22.0 C
(G*) x sin(δ)=: 2621 kPa