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Sample Record for 2025-02-10-2

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: 2025-02-10-2
TL Number from the TL Form:
Sample Submitted By Organization: Pacific Northwest Oil
Sample Organization Contact: (209) 463-4763
Type of Sample: Preliminary
Type of Material: Asphalt Binder
Sample Taken Date: 02/10/2025
Date that the sample was received by the laboratory/organization performing the testing: 02/10/2025
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: PG58-22
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pacific Northwest Oil - Stockton, CA

Material Information

Performance Grade: PG 58-22
Modified:
Lot number:
Sublot number:
Tank number: 14
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:

Test Results

Test 1 of 7

DIME Test ID: 2025-02-10-2-1
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: 02/12/2025
Date Tested: 02/10/2025
Submitted By Organization: Pacific Northwest Oil
Organization Address: 3310 East Miner Avenue,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: patrick.sendegeya@pacificnorthwestoil.com
Organization Phone: (209) 251-5390
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Phase Original binder
Phase Angle (δ) (for the 10 cycles) 86.1 degree
Dynamic Shear, G*/sin(δ) 1.28 kPa

Test 2 of 7

DIME Test ID: 2025-02-10-2-2
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: 02/12/2025
Date Tested: 02/10/2025
Submitted By Organization: Pacific Northwest Oil
Organization Address: 3310 East Miner Avenue,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: patrick.sendegeya@pacificnorthwestoil.com
Organization Phone: (209) 251-5390
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Phase RTFO residue
Phase Angle (δ) (for the 10 cycles) 81.7 degree
Dynamic Shear, G*/sin(δ) 3.38 kPa

Test 3 of 7

DIME Test ID: 2025-02-10-2-3
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: 02/12/2025
Date Tested: 02/11/2025
Submitted By Organization: Pacific Northwest Oil
Organization Address: 3310 East Miner Avenue,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: patrick.sendegeya@pacificnorthwestoil.com
Organization Phone: (209) 251-5390
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) 48.2 degree
(G*) x sin(δ)= 2486 kPa

Test 4 of 7

DIME Test ID: 2025-02-10-2-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 02/12/2025
Date Tested: 02/10/2025
Submitted By Organization: Pacific Northwest Oil
Organization Address: 3310 East Miner Avenue,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: patrick.sendegeya@pacificnorthwestoil.com
Organization Phone: (209) 251-5390
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested One
Ductility of test #1 (D1) 100 cm
Ductility of sample 100 cm

Test 5 of 7

DIME Test ID: 2025-02-10-2-5
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: 02/12/2025
Date Tested: 02/10/2025
Submitted By Organization: Pacific Northwest Oil
Organization Address: 3310 East Miner Avenue,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: patrick.sendegeya@pacificnorthwestoil.com
Organization Phone: (209) 251-5390
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 -0.531 percent

Test 6 of 7

DIME Test ID: 2025-02-10-2-6
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 02/12/2025
Date Tested: 02/11/2025
Submitted By Organization: Pacific Northwest Oil
Organization Address: 3310 East Miner Avenue,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: patrick.sendegeya@pacificnorthwestoil.com
Organization Phone: (209) 251-5390
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s? Pa-s
Time of test 1:45 HH:MM
Test Temperature 135 C
Speed 20 rpm
Spindle size 21 in
Torque 11.6 %
Viscosity reading #1 (A) 0.297 Pa-s
Viscosity reading #2 (B) 0.296 Pa-s
Viscosity reading #3 (C) 0.295 Pa-s
Average viscosity 0.296 Pa-s

Test 7 of 7

DIME Test ID: 2025-02-10-2-7
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: 02/12/2025
Date Tested: 02/11/2025
Submitted By Organization: Pacific Northwest Oil
Organization Address: 3310 East Miner Avenue,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: patrick.sendegeya@pacificnorthwestoil.com
Organization Phone: (209) 251-5390
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 119 MPa
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.355