Sample Record for 2026-01-13-30
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: 2026-01-13-30
TL Number from the TL Form:
Sample Submitted By Organization: Pacific Northwest Oil
Sample Organization Contact: (209) 463-4763
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 01/13/2026
Date that the sample was received by the laboratory/organization performing the testing: 01/13/2026
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: COC sample
From where was the sample collected: Manufacturer
Laboratory sample identification: 26-0113PNO-19
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Stockton, CA
Material Information
Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number: 19
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10
Asphalt Binder Mix Number:
Test Results
Test
DIME Test ID: 2026-01-13-30-1
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 04/03/2026
Date Tested: 03/20/2026
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: 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
|
|
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
|
|
Viscosity reading #1 (A)
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no data
|
|
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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0.376 Pa-s
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Test
DIME Test ID: 2026-01-13-30-3
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: 04/03/2026
Date Tested: 03/20/2026
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: 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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1.35 kPa
|
Test
DIME Test ID: 2026-01-13-30-4
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: 04/03/2026
Date Tested: 03/20/2026
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: 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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Average mass change
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-0.417 percent
|
Test
DIME Test ID: 2026-01-13-30-5
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: 04/03/2026
Date Tested: 03/20/2026
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: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Phase
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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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3.89 kPa
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Test
DIME Test ID: 2026-01-13-30-6
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
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@pacificnorthwestoiloil.com
Organization Phone: (209) 463-4763
This test has been superseded on 04/15/2026. The corrected test ID is: 2026-01-13-30-11
Reason: retested
Test
DIME Test ID: 2026-01-13-30-7
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: 04/03/2026
Date Tested: 03/20/2026
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: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Phase
|
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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3085 kPa
|
Test
DIME Test ID: 2026-01-13-30-8
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: 04/03/2026
Date Tested: 03/20/2026
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: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Time test started
|
no data
|
|
Flags issued by software during test
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no data
|
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Correlation coefficient (R²)
|
no data0
|
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Regression coefficient a
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no data
|
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Regression coefficient b
|
no data
|
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Regression coefficient c
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no data
|
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Load at time 0.0
|
no data0 mN
|
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Deflection at time 0.0 s
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no data0 µm
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Load at time 0.5 s
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no data0 mN
|
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Deflection at time 0.5 s
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no data0 µm
|
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Load at 60.0 s
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no data0 mN
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Beam deflection 60.0 s
|
no data0 µm
|
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Measured Stiffness Modulus 60.0 s
|
no data
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Estimated Stiffness Modulus 60.0 s
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87 MPa
|
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Difference between stiffness moduli 60.0 s
|
no data
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Estimated m-value 60.0 s
|
no data
|
Test
DIME Test ID: 2026-01-13-30-9
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: 04/03/2026
Date Tested: 03/20/2026
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: 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
|
0.331
|
Test
DIME Test ID: 2026-01-13-30-10
Test Method: AASHTO T48-20: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 04/03/2026
Date Tested: 03/19/2026
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:
|
Units of measurement for Observed Flash Point (C or F) and Ambient barometric pressure (kP or mmHg)
|
Fahrenheit and mmHg
|
|
Corrected Flash Point
|
316 F
|
Test
DIME Test ID: 2026-01-13-30-11
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 04/15/2026
Date Tested: 03/20/2026
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: Submitted from ASCP bulk upload.
The test was superseded from test ID: 2026-01-13-30-6
Test Result Compliance:
Additional Comments When Verified:
|
Is a normal test obtainable?
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Yes
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Number of replicates tested
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One
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Ductility of test #1 (D1)
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no data
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Ductility of sample
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90 cm
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