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Sample Record for 2022-03-15-22

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: 2022-03-15-22
TL Number from the TL Form:
Sample Submitted By Organization: Western Emulsions, Incorporated - White City Emulsion
Sample Organization Contact: (208) 589-8608
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 03/15/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/15/2022
The quantity of what the sample constitutes: 2 Quart cans
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 EMULSIONS WHITE CITY OR

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Western Emulsion - White City Emulsion Plant - White City OR
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10
Asphalt Binder Mix Number:
Test results on following page(s): 9

Test Results

Test 1 of 9

DIME Test ID: 2022-03-15-22-1
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 03/29/2022
Date Tested: 03/15/2022
Submitted By Organization: Western Emulsions, Incorporated - White City Emulsion
Organization Address: 7701 11th Street,
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:
Is viscosity reading in cP/Pa-s? Pa-s
Time of test 9:22 HH:MM
Test Temperature 135 C
Speed 20 rpm
Spindle size 21 in
Torque 16 %
Viscosity reading #1 (A) 0.423 Pa-s
Viscosity reading #2 (B) 0.421 Pa-s
Viscosity reading #3 (C) 0.421 Pa-s
Average viscosity 0.421 Pa-s

Test 2 of 9

DIME Test ID: 2022-03-15-22-2
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 03/29/2022
Date Tested: 03/15/2022
Submitted By Organization: Western Emulsions, Incorporated - White City Emulsion
Organization Address: 7701 11th Street,
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:
Units of measurement for Observed Flash Point (C or F) and Ambient barometric pressure (kP or mmHg) Celsius and mmHg
Observed Flash Point 299 C
Ambient Barometric Pressure 765.1 mmHg
Cleveland Open-Cup Flash Point in Celsius 299 C

Test 3 of 9

DIME Test ID: 2022-03-15-22-3
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/29/2022
Date Tested: 03/15/2022
Submitted By Organization: Western Emulsions, Incorporated - White City Emulsion
Organization Address: 7701 11th Street,
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:
Phase Original binder
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 86.8 degree
Dynamic Shear, G*/sin(δ) 1.30 kPa

Test 4 of 9

DIME Test ID: 2022-03-15-22-4
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: 03/29/2022
Date Tested: 03/15/2022
Submitted By Organization: Western Emulsions, Incorporated - White City Emulsion
Organization Address: 7701 11th Street,
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:
Is mass change based on one or two containers? One
Average mass change -0.188 percent

Test 5 of 9

DIME Test ID: 2022-03-15-22-5
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/29/2022
Date Tested: 03/15/2022
Submitted By Organization: Western Emulsions, Incorporated - White City Emulsion
Organization Address: 7701 11th Street,
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:
Phase RTFO residue
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 82.7 degree
Dynamic Shear, G*/sin(δ) 3.50 kPa

Test 6 of 9

DIME Test ID: 2022-03-15-22-6
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 03/29/2022
Date Tested: 03/15/2022
Submitted By Organization: Western Emulsions, Incorporated - White City Emulsion
Organization Address: 7701 11th Street,
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:
Is a normal test obtainable? Yes
Number of replicates tested Three
Ductility of test #1 (D1) 98 cm
Ductility of test #2 (D2) 98 cm
Ductility of test #3 (D3) 97 cm
Ductility of sample 98 cm

Test 7 of 9

DIME Test ID: 2022-03-15-22-7
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 03/29/2022
Date Tested: 03/15/2022
Submitted By Organization: Western Emulsions, Incorporated - White City Emulsion
Organization Address: 7701 11th Street,
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:
Specific Gravity 1.035

Test 8 of 9

DIME Test ID: 2022-03-15-22-8
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/29/2022
Date Tested: 03/16/2022
Submitted By Organization: Western Emulsions, Incorporated - White City Emulsion
Organization Address: 7701 11th Street,
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:
Phase PAV residue
Test Plate Diameter 8 mm
Phase Angle (δ) (for the 10 cycles) 48.8 degree
(G*) x sin(δ)= 1990 kPa

Test 9 of 9

DIME Test ID: 2022-03-15-22-9
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: 03/29/2022
Date Tested: 03/16/2022
Submitted By Organization: Western Emulsions, Incorporated - White City Emulsion
Organization Address: 7701 11th Street,
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:
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 62.000 mPa
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.389