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: 2026-05-06-76
TL Number from the TL Form:
Sample Submitted By Organization: Western Emulsions, Incorporated - Mojave
Sample Organization Contact: (208) 715-1675
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 05/06/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/06/2026
The quantity of what the sample constitutes: 1 of 2, split sample
A brief description of the sample: Tank 101
From where was the sample collected: Manufacturer
Laboratory sample identification: 260506-6416-01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mojave, CA
Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number: 101
Time of sample: 10:00 AM
HMA Supplier:
Certified Asphalt Supplier: Western Emulsions Incorporated - Mojave - Mojave CA
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10
Asphalt Binder Mix Number:
DIME Test ID: 2026-05-06-76-1
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 06/01/2026
Date Tested: 06/01/2026
Submitted By Organization: Western Emulsions, Incorporated - Mojave
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: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Is viscosity reading in cP/Pa-s?
|
Pa-s
|
|
Time of test
|
no data
|
|
Test Temperature
|
no data
|
|
Speed
|
no data
|
|
Spindle size
|
no data
|
|
Torque
|
no data
|
|
Viscosity reading #1 (A)
|
no data
|
|
Viscosity reading #2 (B)
|
no data
|
|
Viscosity reading #3 (C)
|
no data
|
|
Average viscosity
|
0.445 Pa-s
|
DIME Test ID: 2026-05-06-76-2
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/01/2026
Date Tested: 06/01/2026
Submitted By Organization: Western Emulsions, Incorporated - Mojave
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: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Phase Angle (δ) (for the 10 cycles)
|
no data
|
|
Dynamic Shear, G*/sin(δ)
|
1.39 kPa
|
DIME Test ID: 2026-05-06-76-3
Test Method: AASHTO T240-23: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 06/01/2026
Date Tested: 06/01/2026
Submitted By Organization: Western Emulsions, Incorporated - Mojave
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: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Is mass change based on one or two containers?
|
One
|
|
Is mass change correction factor needed?
|
no data
|
DIME Test ID: 2026-05-06-76-4
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/01/2026
Date Tested: 06/01/2026
Submitted By Organization: Western Emulsions, Incorporated - Mojave
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: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Phase
|
RTFO residue
|
|
Phase Angle (δ) (for the 10 cycles)
|
no data
|
|
Dynamic Shear, G*/sin(δ)
|
3.83 kPa
|
DIME Test ID: 2026-05-06-76-5
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 06/01/2026
Date Tested: 06/01/2026
Submitted By Organization: Western Emulsions, Incorporated - Mojave
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: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Is a normal test obtainable?
|
Yes
|
|
Number of replicates tested
|
One
|
|
Ductility of test #1 (D1)
|
no data
|
|
Ductility of sample
|
150 cm
|
DIME Test ID: 2026-05-06-76-6
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/01/2026
Date Tested: 06/01/2026
Submitted By Organization: Western Emulsions, Incorporated - Mojave
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: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Phase
|
PAV residue
|
|
Test Plate Diameter
|
no data
|
|
Phase Angle (δ) (for the 10 cycles)
|
no data
|
|
(G*) x sin(δ)=
|
2827 kPa
|
DIME Test ID: 2026-05-06-76-7
Test Method: AASHTO T313-2025: Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 06/01/2026
Date Tested: 06/01/2026
Submitted By Organization: Western Emulsions, Incorporated - Mojave
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: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Maximum test bath temperature at 240 S
|
no data
|
|
Minimum test bath temperature at 240 S
|
no data
|
|
Estimated Stiffness Modulus 8.0 s
|
no data
|
|
Estimated m-value 8.0 s
|
no data
|
|
Estimated Stiffness Modulus 15.0 s
|
no data
|
|
Estimated m-value 15.0 s
|
no data
|
|
Estimated Stiffness Modulus 30.0 s
|
no data
|
|
Estimated m-value 30.0 s
|
no data
|
|
Estimated Stiffness Modulus 60.0 s
|
80.200 MPa
|
|
Estimated m-value 60.0 s
|
no data
|
|
Estimated Stiffness Modulus 120.0 s
|
no data
|
|
Estimated m-value 120.0 s
|
no data
|
|
Estimated Stiffness Modulus 240.0 s
|
no data
|
|
Estimated m-value 240.0 s
|
no data
|
DIME Test ID: 2026-05-06-76-8
Test Method: AASHTO T313-2025: Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 06/01/2026
Date Tested: 06/01/2026
Submitted By Organization: Western Emulsions, Incorporated - Mojave
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: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Maximum test bath temperature at 240 S
|
no data
|
|
Minimum test bath temperature at 240 S
|
no data
|
|
Estimated Stiffness Modulus 8.0 s
|
no data
|
|
Estimated m-value 8.0 s
|
no data
|
|
Estimated Stiffness Modulus 15.0 s
|
no data
|
|
Estimated m-value 15.0 s
|
no data
|
|
Estimated Stiffness Modulus 30.0 s
|
no data
|
|
Estimated m-value 30.0 s
|
no data
|
|
Estimated Stiffness Modulus 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.373
|
|
Estimated Stiffness Modulus 120.0 s
|
no data
|
|
Estimated m-value 120.0 s
|
no data
|
|
Estimated Stiffness Modulus 240.0 s
|
no data
|
|
Estimated m-value 240.0 s
|
no data
|
