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Testing Report for 2021-05-11-25-1

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

Project Information

Project ID: 44444 DEA: ASCP EFIS: ASCP 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: 2021-05-11-25
TL Number from the TL Form:
Sample Submitted By Organization: Western Emulsions, Inc. - White City Emulsion
Sample Organization Contact: (208) 589-8608
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 05/11/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/11/2021
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: Asphalt Binder Sample
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western Emulsion White City

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: Western Emulsions - White City Emulsion Plant - White City OR
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-05-11-25-1
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)
Verified Date: 06/14/2021
Date Tested: 05/11/2021
Submitted By Organization: Western Emulsions, Inc. - White City Emulsion
Organization Address: 7701 11th St,
Organization City: White City
Organization State: OR
Organization Zipcode: 97503
Organization Email: ehubert@idahoasphalt.com
Organization Phone: (208) 589-8608
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Phase Original binder
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 87.0 degree
Dynamic Shear, G*/sin(δ) 1.26 kPa