Print Report | Back to Test Summary

Testing Report for 2020-11-02-17-3

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: 2020-11-02-17
TL Number from the TL Form: 20-269
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: 11/2/2020
Date that the sample was received by the laboratory/organization performing the testing: 11/11/2020
The quantity of what the sample constitutes: 1 can
A brief description of the sample: received 1 can of PG 70-10
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Holly Frontier Glendale

Material Information

Performance Grade: PG 70-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier:
Multigrade:
Multigrade Type:

Test Information

DIME Test ID: 2020-11-02-17-3
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: 11/13/2020
Verified Date: 11/13/2020
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 Standards and Specifications
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Phase: Original binder
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.137 kPa
Phase Angle (δ) (for the 10 cycles): 88.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.141 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.14 kPa