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: 2022-07-06-61
TL Number from the TL Form:
Sample Submitted By Organization: Albina Asphalt
Sample Organization Contact: (503) 539-3830
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 07/06/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/06/2022
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: Tank 20
From where was the sample collected: Manufacturer
Laboratory sample identification: PG6428M7622KF20
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Klamath Falls, OR
Performance Grade: PG 64-28 M
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Albina Asphalt
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2022-07-06-61-1
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 08/09/2022
Date Tested: 08/09/2022
Submitted By Organization: Albina Asphalt
Organization Address: 801 Main Street,
Organization City: Vancouver
Organization State: WA
Organization Zipcode: 98686
Organization Email: keven.heitschmidt@albina.com
Organization Phone: (503) 539-3830
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 HH:MM
|
|
Test Temperature
|
0 C
|
|
Speed
|
0 rpm
|
|
Spindle size
|
no data in
|
|
Torque
|
0 %
|
|
Viscosity reading #1 (A)
|
no data
|
|
Viscosity reading #2 (B)
|
no data
|
|
Viscosity reading #3 (C)
|
no data
|
|
Average viscosity
|
1.11 Pa-s
|
DIME Test ID: 2022-07-06-61-2
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 08/09/2022
Date Tested: 08/09/2022
Submitted By Organization: Albina Asphalt
Organization Address: 801 Main Street,
Organization City: Vancouver
Organization State: WA
Organization Zipcode: 98686
Organization Email: keven.heitschmidt@albina.com
Organization Phone: (503) 539-3830
General Comments for this Test: Submitted from ASCP bulk upload.
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
|
no data
|
|
Ambient Barometric Pressure
|
no data
|
|
Cleveland Open-Cup Flash Point in Celsius
|
320 C
|
DIME Test ID: 2022-07-06-61-3
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: 08/09/2022
Date Tested: 08/09/2022
Submitted By Organization: Albina Asphalt
Organization Address: 801 Main Street,
Organization City: Vancouver
Organization State: WA
Organization Zipcode: 98686
Organization Email: keven.heitschmidt@albina.com
Organization Phone: (503) 539-3830
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Plate Diameter
|
25 mm
|
|
Phase Angle (δ) (for the 10 cycles)
|
no data
|
|
Dynamic Shear, G*/sin(δ)
|
2.27 kPa
|
DIME Test ID: 2022-07-06-61-4
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: 08/09/2022
Date Tested: 08/09/2022
Submitted By Organization: Albina Asphalt
Organization Address: 801 Main Street,
Organization City: Vancouver
Organization State: WA
Organization Zipcode: 98686
Organization Email: keven.heitschmidt@albina.com
Organization Phone: (503) 539-3830
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
|
-0.247 percent
|
DIME Test ID: 2022-07-06-61-5
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: 08/09/2022
Date Tested: 08/09/2022
Submitted By Organization: Albina Asphalt
Organization Address: 801 Main Street,
Organization City: Vancouver
Organization State: WA
Organization Zipcode: 98686
Organization Email: keven.heitschmidt@albina.com
Organization Phone: (503) 539-3830
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Phase
|
RTFO residue
|
|
Test Plate Diameter
|
25 mm
|
|
Phase Angle (δ) (for the 10 cycles)
|
no data
|
|
Dynamic Shear, G*/sin(δ)
|
5.43 kPa
|
DIME Test ID: 2022-07-06-61-6
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 08/09/2022
Date Tested: 08/09/2022
Submitted By Organization: Albina Asphalt
Organization Address: 801 Main Street,
Organization City: Vancouver
Organization State: WA
Organization Zipcode: 98686
Organization Email: keven.heitschmidt@albina.com
Organization Phone: (503) 539-3830
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
% Elongation Recovery
|
84 %
|
DIME Test ID: 2022-07-06-61-7
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: 08/09/2022
Date Tested: 08/09/2022
Submitted By Organization: Albina Asphalt
Organization Address: 801 Main Street,
Organization City: Vancouver
Organization State: WA
Organization Zipcode: 98686
Organization Email: keven.heitschmidt@albina.com
Organization Phone: (503) 539-3830
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Phase
|
PAV residue
|
|
Test Plate Diameter
|
25 mm
|
|
Phase Angle (δ) (for the 10 cycles)
|
no data
|
|
(G*) x sin(δ)=
|
1582 kPa
|
DIME Test ID: 2022-07-06-61-8
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: 08/09/2022
Date Tested: 08/09/2022
Submitted By Organization: Albina Asphalt
Organization Address: 801 Main Street,
Organization City: Vancouver
Organization State: WA
Organization Zipcode: 98686
Organization Email: keven.heitschmidt@albina.com
Organization Phone: (503) 539-3830
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)
|
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
|
no data
|
|
Estimated Stiffness Modulus 60.0 s
|
128.000 mPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
no data
|
DIME Test ID: 2022-07-06-61-9
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: 08/09/2022
Date Tested: 08/09/2022
Submitted By Organization: Albina Asphalt
Organization Address: 801 Main Street,
Organization City: Vancouver
Organization State: WA
Organization Zipcode: 98686
Organization Email: keven.heitschmidt@albina.com
Organization Phone: (503) 539-3830
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)
|
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
|
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
|
0.335
|
DIME Test ID: 2022-07-06-61-10
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: 08/09/2022
Date Tested: 08/09/2022
Submitted By Organization: Albina Asphalt
Organization Address: 801 Main Street,
Organization City: Vancouver
Organization State: WA
Organization Zipcode: 98686
Organization Email: keven.heitschmidt@albina.com
Organization Phone: (503) 539-3830
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Phase
|
RTFO residue two specimens
|
|
Test Plate Diameter
|
25 mm
|
|
Phase Angle (δ) (for the 10 cycles)
|
no data
|
|
Dynamic Shear, G*/sin(δ)
|
no data
|
|
Phase Angle 2 (δ) (for the 10 cycles)
|
no data
|
|
Dynamic Shear 2, G*/sin(δ)
|
no data
|
|
Delta at 2.2 kpa
|
68.9 degree
|
