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: 2021-06-15-43
TL Number from the TL Form:
Sample Submitted By Organization: HollyFrontier Asphalt Company LLC
Sample Organization Contact: (623) 939-3311
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 06/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2021
The quantity of what the sample constitutes: 2 quarts
A brief description of the sample: Asphalt Binder
From where was the sample collected: Supplier
Laboratory sample identification: 21-130
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HollyFrontier Asphalt Company LLC
Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number: 502
Time of sample: 9 AM/6-15-2021
HMA Supplier:
Asphalt Binder Supplier: Holly Frontier Asphalt Company - Glendale AZ
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2021-06-15-43-1
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: 06/30/2021
Date Tested: 06/15/2021
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:
Test Result Compliance:
Additional Comments When Verified:
Phase
|
Original binder
|
Test Plate Diameter
|
25 mm
|
Phase Angle (δ) (for the 10 cycles)
|
64.2 degree
|
Dynamic Shear, G*/sin(δ)
|
1.43 kPa
|
DIME Test ID: 2021-06-15-43-2
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 06/30/2021
Date Tested: 06/15/2021
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:
Test Result Compliance:
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s?
|
Pa-s
|
Time of test
|
10:04 HH:MM
|
Test Temperature
|
135 C
|
Speed
|
35 rpm
|
Spindle size
|
21 in
|
Torque
|
43 %
|
Viscosity reading #1 (A)
|
0.623 Pa-s
|
Viscosity reading #2 (B)
|
0.621 Pa-s
|
Viscosity reading #3 (C)
|
0.623 Pa-s
|
Average viscosity
|
0.622 Pa-s
|
DIME Test ID: 2021-06-15-43-3
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: 06/30/2021
Date Tested: 06/15/2021
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:
Test Result Compliance:
Additional Comments When Verified:
Is mass change based on one or two containers?
|
One
|
Average mass change
|
-0.039 percent
|
DIME Test ID: 2021-06-15-43-4
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: 06/30/2021
Date Tested: 06/15/2021
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: Critical phase angle was calculated to be 63.6 degrees
Test Result Compliance:
Additional Comments When Verified:
Phase
|
RTFO residue
|
Test Plate Diameter
|
25 mm
|
Phase Angle (δ) (for the 10 cycles)
|
63.3 degree
|
Dynamic Shear, G*/sin(δ)
|
2.44 kPa
|
DIME Test ID: 2021-06-15-43-5
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: 06/30/2021
Date Tested: 06/16/2021
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:
Test Result Compliance:
Additional Comments When Verified:
Phase
|
PAV residue
|
Test Plate Diameter
|
8 mm
|
Phase Angle (δ) (for the 10 cycles)
|
52.3 degree
|
(G*) x sin(δ)=
|
2047 kPa
|
DIME Test ID: 2021-06-15-43-6
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 06/30/2021
Date Tested: 06/15/2021
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:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2021-06-15-43-7
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: 06/30/2021
Date Tested: 06/16/2021
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:
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)
|
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
|
257.000 mPa
|
Estimated Stiffness Modulus 60.0 s
|
no data
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.344
|