Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2021-06-07-22
TL Number from the TL Form:
Sample Submitted By Organization: Western Emulsions, Incorporated - Coolidge
Sample Organization Contact: (208) 715-1675
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 06/07/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/07/2021
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: 210607-01-7010
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western Emulsions Inc
Performance Grade: PG 70-10
Modified: No
Lot number:
Sublot number:
Tank number: 50K1
Time of sample: 8:50 AM
HMA Supplier:
Certified Asphalt Supplier: Western Emulsions - Coolidge Plant - Coolidge AZ
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2021-06-07-22-1
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: 06/15/2021
Date Tested: 06/09/2021
Submitted By Organization: Western Emulsions, Incorporated - Coolidge
Organization Address: 3450 East 36th Street,
Organization City: Tucson
Organization State: AZ
Organization Zipcode: 85713
Organization Email: ltorres@westernemulsions.com
Organization Phone: (208) 715-1675
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Phase
|
Original binder
|
Test Plate Diameter
|
25 mm
|
Phase Angle (δ) (for the 10 cycles)
|
87.3 degree
|
Dynamic Shear, G*/sin(δ)
|
1.56 kPa
|
DIME Test ID: 2021-06-07-22-2
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 06/15/2021
Date Tested: 06/08/2021
Submitted By Organization: Western Emulsions, Incorporated - Coolidge
Organization Address: 3450 East 36th Street,
Organization City: Tucson
Organization State: AZ
Organization Zipcode: 85713
Organization Email: ltorres@westernemulsions.com
Organization Phone: (208) 715-1675
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is mass change based on one or two containers?
|
Two
|
Average mass change
|
-0.216 percent
|
DIME Test ID: 2021-06-07-22-3
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)
Verified Date: 06/15/2021
Date Tested: 06/09/2021
Submitted By Organization: Western Emulsions, Incorporated - Coolidge
Organization Address: 3450 East 36th Street,
Organization City: Tucson
Organization State: AZ
Organization Zipcode: 85713
Organization Email: ltorres@westernemulsions.com
Organization Phone: (208) 715-1675
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Phase
|
RTFO residue
|
Test Plate Diameter
|
25 mm
|
Phase Angle (δ) (for the 10 cycles)
|
83.8 degree
|
Dynamic Shear, G*/sin(δ)
|
4.08 kPa
|
DIME Test ID: 2021-06-07-22-4
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: 06/15/2021
Date Tested: 06/09/2021
Submitted By Organization: Western Emulsions, Incorporated - Coolidge
Organization Address: 3450 East 36th Street,
Organization City: Tucson
Organization State: AZ
Organization Zipcode: 85713
Organization Email: ltorres@westernemulsions.com
Organization Phone: (208) 715-1675
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Phase
|
PAV residue
|
Test Plate Diameter
|
8 mm
|
Phase Angle (δ) (for the 10 cycles)
|
47.8 degree
|
(G*) x sin(δ)=
|
3330 kPa
|
DIME Test ID: 2021-06-07-22-5
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: 06/09/2021
Submitted By Organization: Western Emulsions, Incorporated - Coolidge
Organization Address: 3450 East 36th Street,
Organization City: Tucson
Organization State: AZ
Organization Zipcode: 85713
Organization Email: ltorres@westernemulsions.com
Organization Phone: (208) 715-1675
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Time test started
|
no data HH:MM:SS
|
Flags issued by software during test
|
no data
|
Correlation coefficient (R²)
|
0
|
Regression coefficient a
|
no data
|
Regression coefficient b
|
no data
|
Regression coefficient c
|
no data
|
Load at time 0.0
|
0.0 mN
|
Deflection at time 0.0 s
|
0.000 µm
|
Load at time 0.5 s
|
0.0 mN
|
Deflection at time 0.5 s
|
0.000 µm
|
Load at 60.0 s
|
0.0 mN
|
Beam deflection 60.0 s
|
0.000 µm
|
Measured Stiffness Modulus 60.0 s
|
89.600 mPa
|
Estimated Stiffness Modulus 60.0 s
|
no data
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.385
|