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: 2023-01-30-38
TL Number from the TL Form:
Sample Submitted By Organization: HollyFrontier Asphalt Company LLC
Sample Organization Contact: (623) 939-3311
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 01/30/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/30/2023
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: Tank 533
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-019
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Glendale, AZ
Performance Grade: PG 70-10
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: HF Sinclair Asphalt
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2023-01-30-38-1
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 02/15/2023
Date Tested: 02/14/2023
Submitted By Organization: HollyFrontier Asphalt Company LLC
Organization Address: 7110 West Northern Avenue,
Organization City: Glendale
Organization State: AZ
Organization Zipcode: 85303
Organization Email: thomas.ludlum@hollyfrontier.com
Organization Phone: (623) 939-3311
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s?
|
Pa-s
|
Time of test
|
no data HH:MM
|
Test Temperature
|
0 C
|
Speed
|
0 rpm
|
Spindle size
|
no data in
|
Torque
|
0 %
|
Viscosity reading #1 (A)
|
no data
|
Viscosity reading #2 (B)
|
no data
|
Viscosity reading #3 (C)
|
no data
|
Average viscosity
|
0.593 Pa-s
|
DIME Test ID: 2023-01-30-38-2
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: 02/15/2023
Date Tested: 02/14/2023
Submitted By Organization: HollyFrontier Asphalt Company LLC
Organization Address: 7110 West Northern Avenue,
Organization City: Glendale
Organization State: AZ
Organization Zipcode: 85303
Organization Email: thomas.ludlum@hollyfrontier.com
Organization Phone: (623) 939-3311
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Phase
|
Original binder
|
Phase Angle (δ) (for the 10 cycles)
|
no data
|
Dynamic Shear, G*/sin(δ)
|
1.20 kPa
|
DIME Test ID: 2023-01-30-38-3
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: 02/15/2023
Date Tested: 02/14/2023
Submitted By Organization: HollyFrontier Asphalt Company LLC
Organization Address: 7110 West Northern Avenue,
Organization City: Glendale
Organization State: AZ
Organization Zipcode: 85303
Organization Email: thomas.ludlum@hollyfrontier.com
Organization Phone: (623) 939-3311
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)
|
0
|
Regression coefficient a
|
no data
|
Regression coefficient b
|
no data
|
Regression coefficient c
|
no data
|
Load at time 0.0
|
0.0 mN
|
Deflection at time 0.0 s
|
0.000 µm
|
Load at time 0.5 s
|
0.0 mN
|
Deflection at time 0.5 s
|
0.000 µm
|
Load at 60.0 s
|
0.0 mN
|
Beam deflection 60.0 s
|
0.000 µm
|
Measured Stiffness Modulus 60.0 s
|
no data
|
Estimated Stiffness Modulus 60.0 s
|
93.600 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
no data
|
DIME Test ID: 2023-01-30-38-4
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: 02/15/2023
Date Tested: 02/14/2023
Submitted By Organization: HollyFrontier Asphalt Company LLC
Organization Address: 7110 West Northern Avenue,
Organization City: Glendale
Organization State: AZ
Organization Zipcode: 85303
Organization Email: thomas.ludlum@hollyfrontier.com
Organization Phone: (623) 939-3311
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)
|
0
|
Regression coefficient a
|
no data
|
Regression coefficient b
|
no data
|
Regression coefficient c
|
no data
|
Load at time 0.0
|
0.0 mN
|
Deflection at time 0.0 s
|
0.000 µm
|
Load at time 0.5 s
|
0.0 mN
|
Deflection at time 0.5 s
|
0.000 µm
|
Load at 60.0 s
|
0.0 mN
|
Beam deflection 60.0 s
|
0.000 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
|
-0.085
|
DIME Test ID: 2023-01-30-38-5
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: 02/15/2023
Date Tested: 02/14/2023
Submitted By Organization: HollyFrontier Asphalt Company LLC
Organization Address: 7110 West Northern Avenue,
Organization City: Glendale
Organization State: AZ
Organization Zipcode: 85303
Organization Email: thomas.ludlum@hollyfrontier.com
Organization Phone: (623) 939-3311
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Phase
|
RTFO residue
|
Phase Angle (δ) (for the 10 cycles)
|
no data
|
Dynamic Shear, G*/sin(δ)
|
3.29 kPa
|
DIME Test ID: 2023-01-30-38-6
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: 02/15/2023
Date Tested: 02/14/2023
Submitted By Organization: HollyFrontier Asphalt Company LLC
Organization Address: 7110 West Northern Avenue,
Organization City: Glendale
Organization State: AZ
Organization Zipcode: 85303
Organization Email: thomas.ludlum@hollyfrontier.com
Organization Phone: (623) 939-3311
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Phase
|
PAV residue
|
Test Plate Diameter
|
no data
|
Phase Angle (δ) (for the 10 cycles)
|
no data
|
(G*) x sin(δ)=
|
3364 kPa
|
DIME Test ID: 2023-01-30-38-7
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: 02/15/2023
Date Tested: 02/14/2023
Submitted By Organization: HollyFrontier Asphalt Company LLC
Organization Address: 7110 West Northern Avenue,
Organization City: Glendale
Organization State: AZ
Organization Zipcode: 85303
Organization Email: thomas.ludlum@hollyfrontier.com
Organization Phone: (623) 939-3311
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?
|
One
|
Average mass change
|
-0.235 percent
|
DIME Test ID: 2023-01-30-38-8
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 02/15/2023
Date Tested: 02/14/2023
Submitted By Organization: HollyFrontier Asphalt Company LLC
Organization Address: 7110 West Northern Avenue,
Organization City: Glendale
Organization State: AZ
Organization Zipcode: 85303
Organization Email: thomas.ludlum@hollyfrontier.com
Organization Phone: (623) 939-3311
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2023-01-30-38-9
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 02/15/2023
Date Tested: 02/14/2023
Submitted By Organization: HollyFrontier Asphalt Company LLC
Organization Address: 7110 West Northern Avenue,
Organization City: Glendale
Organization State: AZ
Organization Zipcode: 85303
Organization Email: thomas.ludlum@hollyfrontier.com
Organization Phone: (623) 939-3311
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Is a normal test obtainable?
|
Yes
|
Number of replicates tested
|
One
|
Ductility of test #1 (D1)
|
no data
|
Ductility of sample
|
100 cm
|