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Sample Record for 2024-03-04-33

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: 2024-03-04-33
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: 03/04/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/04/2024
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: 230304-6416-01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mojave, CA

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number: 101
Time of sample: 8:00 AM
HMA Supplier:
Certified Asphalt Supplier: Western Emulsions Incorporated - Mojave CA
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10
Asphalt Binder Mix Number:
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2024-03-04-33-1
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 03/18/2024
Date Tested: 03/18/2024
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 0.426 Pa-s

Test 2 of 8

DIME Test ID: 2024-03-04-33-2
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/18/2024
Date Tested: 03/18/2024
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) 1.23 kPa

Test 3 of 8

DIME Test ID: 2024-03-04-33-3
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: 03/18/2024
Date Tested: 03/18/2024
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
Average mass change -0.322 percent

Test 4 of 8

DIME Test ID: 2024-03-04-33-4
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/18/2024
Date Tested: 03/18/2024
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) 3.38 kPa

Test 5 of 8

DIME Test ID: 2024-03-04-33-5
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 03/18/2024
Date Tested: 03/18/2024
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 125 cm

Test 6 of 8

DIME Test ID: 2024-03-04-33-6
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/18/2024
Date Tested: 03/18/2024
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)= 2291 kPa

Test 7 of 8

DIME Test ID: 2024-03-04-33-7
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 03/18/2024
Date Tested: 03/18/2024
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:
Time test started no data
Flags issued by software during test no data
Correlation coefficient (R²) no data0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 no data0 mN
Deflection at time 0.0 s no data0 µm
Load at time 0.5 s no data0 mN
Deflection at time 0.5 s no data0 µm
Load at 60.0 s no data0 mN
Beam deflection 60.0 s no data0 µm
Measured Stiffness Modulus 60.0 s no data
Estimated Stiffness Modulus 60.0 s 69.6 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s no data

Test 8 of 8

DIME Test ID: 2024-03-04-33-8
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 03/18/2024
Date Tested: 03/18/2024
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:
Time test started no data
Flags issued by software during test no data
Correlation coefficient (R²) no data0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 no data0 mN
Deflection at time 0.0 s no data0 µm
Load at time 0.5 s no data0 mN
Deflection at time 0.5 s no data0 µm
Load at 60.0 s no data0 mN
Beam deflection 60.0 s no data0 µm
Measured Stiffness Modulus 60.0 s no data
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.387