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Testing Report for 2021-05-04-29-3

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: 2021-05-04-29
TL Number from the TL Form:
Sample Submitted By Organization: Western Emulsions, Inc. - Coolidge
Sample Organization Contact: (520) 624-4130
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 05/04/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/04/2021
The quantity of what the sample constitutes: 1 of 2, split sample
A brief description of the sample: COC Asphalt Binder
From where was the sample collected: Manufacturer
Laboratory sample identification: 210504-01-7010
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western Emulsions Inc

Material Information

Performance Grade: PG 70-10
Modified: No
Lot number:
Sublot number:
Tank number: 50K1
Time of sample: 10:20 AM
HMA Supplier:
Asphalt Binder Supplier: Western Emulsions - Coolidge Plant - Coolidge AZ
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-05-04-29-1
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 06/15/2021
Date Tested: 05/05/2021
Submitted By Organization: Western Emulsions, Inc. - Coolidge
Organization Address: 485 E Randolph Rd,
Organization City: Coolidge
Organization State: AZ
Organization Zipcode: 85128
Organization Email:
Organization Phone: (520) 624-4130
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Phase PAV residue
Test Plate Diameter 8 mm
Phase Angle (δ) (for the 10 cycles) 46.5 degree
(G*) x sin(δ)= 3890 kPa