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: 2025-10-06-78
TL Number from the TL Form:
Sample Submitted By Organization: Albina Asphalt
Sample Organization Contact: (503) 539-3830
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 10/06/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/06/2025
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: Tank 35
From where was the sample collected: Manufacturer
Laboratory sample identification: PG582210625KF35
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Klamath Falls, OR
Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Albina Asphalt (Klamath Falls Plant) - Klamath Falls OR
Multigrade: Yes
Multigrade Type: PG 58-22 / PG 58-16
Asphalt Binder Mix Number:
DIME Test ID: 2025-10-06-78-1
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 11/10/2025
Date Tested: 11/10/2025
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
|
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Test Temperature
|
no data
|
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Speed
|
no data
|
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Spindle size
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no data
|
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Torque
|
no data
|
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Viscosity reading #1 (A)
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no data
|
|
Viscosity reading #2 (B)
|
no data
|
|
Viscosity reading #3 (C)
|
no data
|
|
Average viscosity
|
0.347 Pa-s
|
DIME Test ID: 2025-10-06-78-2
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 11/10/2025
Date Tested: 11/10/2025
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
|
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Ambient Barometric Pressure
|
no data
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Cleveland Open-Cup Flash Point in Celsius
|
328 C
|
DIME Test ID: 2025-10-06-78-3
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 11/10/2025
Date Tested: 11/10/2025
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 a normal test obtainable?
|
Yes
|
|
Number of replicates tested
|
One
|
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Ductility of test #1 (D1)
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no data
|
|
Ductility of sample
|
85 cm
|
DIME Test ID: 2025-10-06-78-4
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: 11/10/2025
Date Tested: 11/10/2025
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
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Phase Angle (δ) (for the 10 cycles)
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no data
|
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Dynamic Shear, G*/sin(δ)
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1.45 kPa
|
DIME Test ID: 2025-10-06-78-5
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: 11/10/2025
Date Tested: 11/10/2025
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
|
-0.218 percent
|
DIME Test ID: 2025-10-06-78-6
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: 11/10/2025
Date Tested: 11/10/2025
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
|
|
Phase Angle (δ) (for the 10 cycles)
|
no data
|
|
Dynamic Shear, G*/sin(δ)
|
3.86 kPa
|
DIME Test ID: 2025-10-06-78-7
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: 11/10/2025
Date Tested: 11/10/2025
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
|
no data
|
|
Phase Angle (δ) (for the 10 cycles)
|
no data
|
|
(G*) x sin(δ)=
|
1227 kPa
|
DIME Test ID: 2025-10-06-78-8
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: 11/10/2025
Date Tested: 11/10/2025
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)
|
no data0
|
|
Regression coefficient a
|
no data
|
|
Regression coefficient b
|
no data
|
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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
|
28 MPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
no data
|
DIME Test ID: 2025-10-06-78-9
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: 11/10/2025
Date Tested: 11/10/2025
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)
|
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
|
0.448
|
