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: 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
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:
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
|
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
|
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
|
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
|
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
|
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
|
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
|