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: 2026-06-15-19
TL Number from the TL Form:
Sample Submitted By Organization: PNAC LLC
Sample Organization Contact: (775) 835-6366
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 06/15/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2026
The quantity of what the sample constitutes: 1 of 2
A brief description of the sample: Tank 13
From where was the sample collected: Manufacturer
Laboratory sample identification: 061526-13
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fernley, Nv
Performance Grade: PG 64-28 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Paramount Nevada Asphalt(PNAC) LLC - Fernley NV
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2026-06-15-19-1
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 06/16/2026
Date Tested: 06/16/2026
Submitted By Organization: PNAC LLC
Organization Address: 425 Logan Lane,
Organization City: Fernley
Organization State: NV
Organization Zipcode: 89408
Organization Email: bskovly@marathonpetroleum.com
Organization Phone: (775) 835-6366
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Is viscosity reading in cP/Pa-s?
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Pa-s
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Time of test
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no data
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Test Temperature
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no data
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Speed
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no data
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Spindle size
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no data
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Torque
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no data
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Viscosity reading #1 (A)
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no data
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Viscosity reading #2 (B)
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no data
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Viscosity reading #3 (C)
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no data
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Average viscosity
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0.582 Pa-s
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DIME Test ID: 2026-06-15-19-2
Test Method: AASHTO T48-20: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 06/16/2026
Date Tested: 06/16/2026
Submitted By Organization: PNAC LLC
Organization Address: 425 Logan Lane,
Organization City: Fernley
Organization State: NV
Organization Zipcode: 89408
Organization Email: bskovly@marathonpetroleum.com
Organization Phone: (775) 835-6366
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
|
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Corrected Flash Point
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no data
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DIME Test ID: 2026-06-15-19-3
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 06/16/2026
Date Tested: 06/16/2026
Submitted By Organization: PNAC LLC
Organization Address: 425 Logan Lane,
Organization City: Fernley
Organization State: NV
Organization Zipcode: 89408
Organization Email: bskovly@marathonpetroleum.com
Organization Phone: (775) 835-6366
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
% Elongation Recovery
|
91 %
|
DIME Test ID: 2026-06-15-19-4
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/16/2026
Date Tested: 06/16/2026
Submitted By Organization: PNAC LLC
Organization Address: 425 Logan Lane,
Organization City: Fernley
Organization State: NV
Organization Zipcode: 89408
Organization Email: bskovly@marathonpetroleum.com
Organization Phone: (775) 835-6366
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Phase
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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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1.15 kPa
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DIME Test ID: 2026-06-15-19-5
Test Method: AASHTO T240-23: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 06/16/2026
Date Tested: 06/16/2026
Submitted By Organization: PNAC LLC
Organization Address: 425 Logan Lane,
Organization City: Fernley
Organization State: NV
Organization Zipcode: 89408
Organization Email: bskovly@marathonpetroleum.com
Organization Phone: (775) 835-6366
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?
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One
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Is mass change correction factor needed?
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no data
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DIME Test ID: 2026-06-15-19-6
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/16/2026
Date Tested: 06/16/2026
Submitted By Organization: PNAC LLC
Organization Address: 425 Logan Lane,
Organization City: Fernley
Organization State: NV
Organization Zipcode: 89408
Organization Email: bskovly@marathonpetroleum.com
Organization Phone: (775) 835-6366
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Phase
|
RTFO residue
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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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2.30 kPa
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DIME Test ID: 2026-06-15-19-7
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/16/2026
Date Tested: 06/16/2026
Submitted By Organization: PNAC LLC
Organization Address: 425 Logan Lane,
Organization City: Fernley
Organization State: NV
Organization Zipcode: 89408
Organization Email: bskovly@marathonpetroleum.com
Organization Phone: (775) 835-6366
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Phase
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PAV residue
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Test Plate Diameter
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no data
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Phase Angle (δ) (for the 10 cycles)
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no data
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(G*) x sin(δ)=
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1364 kPa
|
DIME Test ID: 2026-06-15-19-8
Test Method: AASHTO T313-2025: Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 06/16/2026
Date Tested: 06/16/2026
Submitted By Organization: PNAC LLC
Organization Address: 425 Logan Lane,
Organization City: Fernley
Organization State: NV
Organization Zipcode: 89408
Organization Email: bskovly@marathonpetroleum.com
Organization Phone: (775) 835-6366
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Maximum test bath temperature at 240 S
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no data
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Minimum test bath temperature at 240 S
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no data
|
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Estimated Stiffness Modulus 8.0 s
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no data
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Estimated m-value 8.0 s
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no data
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Estimated Stiffness Modulus 15.0 s
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no data
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Estimated m-value 15.0 s
|
no data
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Estimated Stiffness Modulus 30.0 s
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no data
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Estimated m-value 30.0 s
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no data
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Estimated Stiffness Modulus 60.0 s
|
111.000 MPa
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Estimated m-value 60.0 s
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no data
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Estimated Stiffness Modulus 120.0 s
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no data
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Estimated m-value 120.0 s
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no data
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Estimated Stiffness Modulus 240.0 s
|
no data
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Estimated m-value 240.0 s
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no data
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DIME Test ID: 2026-06-15-19-9
Test Method: AASHTO T313-2025: Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 06/16/2026
Date Tested: 06/16/2026
Submitted By Organization: PNAC LLC
Organization Address: 425 Logan Lane,
Organization City: Fernley
Organization State: NV
Organization Zipcode: 89408
Organization Email: bskovly@marathonpetroleum.com
Organization Phone: (775) 835-6366
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Maximum test bath temperature at 240 S
|
no data
|
|
Minimum test bath temperature at 240 S
|
no data
|
|
Estimated Stiffness Modulus 8.0 s
|
no data
|
|
Estimated m-value 8.0 s
|
no data
|
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Estimated Stiffness Modulus 15.0 s
|
no data
|
|
Estimated m-value 15.0 s
|
no data
|
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Estimated Stiffness Modulus 30.0 s
|
no data
|
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Estimated m-value 30.0 s
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no data
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Estimated Stiffness Modulus 60.0 s
|
no data
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Estimated m-value 60.0 s
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0.332
|
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Estimated Stiffness Modulus 120.0 s
|
no data
|
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Estimated m-value 120.0 s
|
no data
|
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Estimated Stiffness Modulus 240.0 s
|
no data
|
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Estimated m-value 240.0 s
|
no data
|
