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Sample Record for 2025-07-01-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1000682 DEA: 09379104 EFIS: 0919000005 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-91.6/100.8
Work Description: CONSTRUCT HMA, CURB RAMPS, AND ELECTRICAL SYSTEMS.
Location Description: INYO COUNTY AT AND NEAR BIG PINE FROM 0.1 MILE SOUTH OF ELNA ROAD TO SOUTH JUNCTION ROUTE 168
Contractor Name: ROAD AND HIGHWAY BUILDERS, LLC.
Contractor Address: P.O. Box 70846, Reno, N V, 89570
Resident Engineer: Adam Zumstein Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-07-01-1
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: 07/01/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/01/2025
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: Modified Asphalt Binder
From where was the sample collected: Supplier
Laboratory sample identification: 2025-07-01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: PNAC LLC, Marathon Petroleum

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number: 5
Time of sample: 0500
HMA Supplier:
Certified Asphalt Supplier: Paramount Nevada Asphalt(PNAC) LLC - Fernley NV
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 9

Test Results

Test 1 of 9

DIME Test ID: 2025-07-01-1-1
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 07/01/2025
Date Tested: 07/01/2025
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 10 %
Viscosity reading #1 (A) 0.556 Pa-s
Viscosity reading #2 (B) 0.556 Pa-s
Viscosity reading #3 (C) 0.556 Pa-s
Average viscosity 0.556 Pa-s

Test 2 of 9

DIME Test ID: 2025-07-01-1-2
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 07/01/2025
Date Tested: 07/01/2025
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
Observed Flash Point 327 C
Ambient Barometric Pressure 759.46 mmHg
Cleveland Open-Cup Flash Point in Celsius 327 C

Test 3 of 9

DIME Test ID: 2025-07-01-1-3
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: 07/01/2025
Date Tested: 07/01/2025
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
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 66.0 degree
Dynamic Shear, G*/sin(δ) 1.67 kPa

Test 4 of 9

DIME Test ID: 2025-07-01-1-4
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: 07/01/2025
Date Tested: 07/01/2025
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? Two
Average mass change -0.254 percent

Test 5 of 9

DIME Test ID: 2025-07-01-1-5
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 07/01/2025
Date Tested: 07/01/2025
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:
% Elongation Recovery 82 %

Test 6 of 9

DIME Test ID: 2025-07-01-1-6
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: 07/01/2025
Date Tested: 07/01/2025
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
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 46.0 degree
Dynamic Shear, G*/sin(δ) 3.63 kPa

Test 7 of 9

DIME Test ID: 2025-07-01-1-7
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: 07/01/2025
Date Tested: 07/01/2025
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 25 mm
Phase Angle (δ) (for the 10 cycles) 46.0 degree
(G*) x sin(δ)= 2279 kPa

Test 8 of 9

DIME Test ID: 2025-07-01-1-8
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: 07/01/2025
Date Tested: 07/01/2025
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 213 mPa
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.324

Test 9 of 9

DIME Test ID: 2025-07-01-1-9
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: 07/01/2025
Date Tested: 07/01/2025
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 213 mPa
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.324