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Testing Report for 2021-03-01-19-5

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

Project Information

DEA: AMRL
EFIS: AMRL
Project ID: 55555
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for AASHTO Materials Reference Laboratory (AMRL).
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-03-01-19
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: Informational
Type of Material: Asphalt Binder
Sample Taken Date: 3/1/2021
Date that the sample was received by the laboratory/organization performing the testing: 3/8/2021
The quantity of what the sample constitutes: 1 can, Due March 25
A brief description of the sample: Asphalt Binder
From where was the sample collected: Manufacturer
Laboratory sample identification: 311
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: US OIL REFINING CO

Material Information

Performance Grade: PG 70-10
Modified: No
Lot number:
Sublot number:
Tank number: 3002
Time of sample: 23:28:00
HMA Supplier:
Asphalt Binder Supplier: PNAC LLC - Fernley NV
Multigrade:
Multigrade Type:

Test Information

DIME Test ID: 2021-03-01-19-5
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: 3/10/2021
Verified Date: 3/10/2021
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: PAV
Test Result Compliance: not applicable
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: 40.602 kPa
Phase Angle (δ) (for the 10 cycles): 40.2 degree
Complex Modulus (G*) (for the 10 measurements): 4058.350 kPa
Test Temperature: 28.0 C
(G*) x sin(δ)=: 2619 kPa