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Sample Record for 2026-04-01-36

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: 2026-04-01-36
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: 04/01/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/01/2026
The quantity of what the sample constitutes: 1 qt can
A brief description of the sample: binder multi grade
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: PNAC LLC, Marathon Petroleum

Material Information

Performance Grade: PG 64-28
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Paramount Nevada Asphalt(PNAC) LLC - Fernley NV
Multigrade: Yes
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 8

Test Results

Test

DIME Test ID: 2026-04-01-36-1
Test Method: AASHTO T48-20: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 04/07/2026
Date Tested: 04/01/2026
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:
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
Corrected Flash Point 550 C

Test

DIME Test ID: 2026-04-01-36-2
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 04/07/2026
Date Tested: 04/01/2026
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:
Test Result Compliance:
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s? Pa-s
Time of test 05:00 HH:MM
Test Temperature 135 C
Speed 20 rpm
Spindle size 21 in
Torque 16 %
Viscosity reading #1 (A) 0.602 Pa-s
Viscosity reading #2 (B) 0.602 Pa-s
Viscosity reading #3 (C) 0.602 Pa-s
Average viscosity 0.602 Pa-s

Test

DIME Test ID: 2026-04-01-36-3
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: 04/07/2026
Date Tested: 04/01/2026
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:
Test Result Compliance:
Additional Comments When Verified:
Phase Original binder
Phase Angle (δ) (for the 10 cycles) 75.3 degree
Dynamic Shear, G*/sin(δ) 1.47 kPa

Test

DIME Test ID: 2026-04-01-36-4
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: 04/07/2026
Date Tested: 04/01/2026
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:
Test Result Compliance:
Additional Comments When Verified:
Is mass change based on one or two containers? One
Average mass change -0.731 percent

Test

DIME Test ID: 2026-04-01-36-5
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: 04/07/2026
Date Tested: 04/01/2026
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:
Test Result Compliance:
Additional Comments When Verified:
Phase RTFO residue
Phase Angle (δ) (for the 10 cycles) 67.8 degree
Dynamic Shear, G*/sin(δ) 4.09 kPa

Test

DIME Test ID: 2026-04-01-36-6
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: 04/07/2026
Date Tested: 04/01/2026
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:
Test Result Compliance:
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Phase Angle (δ) (for the 10 cycles) 46.4 degree
(G*) x sin(δ)= 2491 kPa

Test

DIME Test ID: 2026-04-01-36-7
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: 04/07/2026
Date Tested: 04/01/2026
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:
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 no data
Estimated Stiffness Modulus 60.0 s 186 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.33

Test

DIME Test ID: 2026-04-01-36-8
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 04/07/2026
Date Tested: 04/01/2026
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:
Test Result Compliance:
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested Two
Ductility of test #1 (D1) 100 cm
Ductility of test #2 (D2) 100 cm
Ductility of sample 100 cm