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: 2022-07-25-53
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: 07/25/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/25/2022
The quantity of what the sample constitutes: 2 qt cans
A brief description of the sample: Asphalt Binder PG 64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western Emulsion White City
Performance Grade: PG 58-22
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:
DIME Test ID: 2022-07-25-53-1
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 08/05/2022
Date Tested: 07/25/2022
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
|
10:02 HH:MM
|
Test Temperature
|
135 C
|
Speed
|
20 rpm
|
Spindle size
|
21 in
|
Torque
|
19 %
|
Viscosity reading #1 (A)
|
0.427 Pa-s
|
Viscosity reading #2 (B)
|
0.425 Pa-s
|
Viscosity reading #3 (C)
|
0.424 Pa-s
|
Average viscosity
|
0.425 Pa-s
|
DIME Test ID: 2022-07-25-53-2
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 08/05/2022
Date Tested: 07/25/2022
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:
DIME Test ID: 2022-07-25-53-3
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 08/05/2022
Date Tested: 07/25/2022
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
|
298 C
|
Ambient Barometric Pressure
|
762.3 mmHg
|
Cleveland Open-Cup Flash Point in Celsius
|
298 C
|
DIME Test ID: 2022-07-25-53-4
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: 08/05/2022
Date Tested: 07/25/2022
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)
|
86.6 degree
|
Dynamic Shear, G*/sin(δ)
|
1.41 kPa
|
DIME Test ID: 2022-07-25-53-5
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: 08/05/2022
Date Tested: 07/25/2022
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
|
0.361 percent
|
DIME Test ID: 2022-07-25-53-6
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: 08/05/2022
Date Tested: 07/25/2022
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)
|
82.6 degree
|
Dynamic Shear, G*/sin(δ)
|
3.64 kPa
|
DIME Test ID: 2022-07-25-53-7
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 08/05/2022
Date Tested: 07/25/2022
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)
|
96 cm
|
Ductility of test #2 (D2)
|
95 cm
|
Ductility of test #3 (D3)
|
95 cm
|
Ductility of sample
|
95 cm
|
DIME Test ID: 2022-07-25-53-8
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: 08/05/2022
Date Tested: 07/26/2022
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)
|
47.9 degree
|
(G*) x sin(δ)=
|
1780 kPa
|
DIME Test ID: 2022-07-25-53-9
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: 08/05/2022
Date Tested: 07/26/2022
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)
|
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
|
59.4 mPa
|
Estimated Stiffness Modulus 60.0 s
|
no data
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.377
|