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: 2024-04-15-56
TL Number from the TL Form:
Sample Submitted By Organization: Wright Asphalt
Sample Organization Contact: (806) 679-0747
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 04/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2024
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: In-line Blend
From where was the sample collected: Manufacturer
Laboratory sample identification: 041524-6428M-001
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Casa Grande, AZ
Performance Grade: PG 64-28 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Wright Asphalt Products Co. - Casa Grande AZ
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2024-04-15-56-1
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 04/27/2024
Date Tested: 04/27/2024
Submitted By Organization: Wright Asphalt
Organization Address: 110 South Commerce Street,
Organization City: Casa Grande
Organization State: CA
Organization Zipcode: 85193
Organization Email: ahamer@wrightasphalt.com
Organization Phone: (806) 679-0747
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
|
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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
|
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Viscosity reading #1 (A)
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no data
|
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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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1 Pa-s
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DIME Test ID: 2024-04-15-56-2
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 04/27/2024
Date Tested: 04/27/2024
Submitted By Organization: Wright Asphalt
Organization Address: 110 South Commerce Street,
Organization City: Casa Grande
Organization State: CA
Organization Zipcode: 85193
Organization Email: ahamer@wrightasphalt.com
Organization Phone: (806) 679-0747
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Units of measurement for Observed Flash Point (C or F) and Ambient barometric pressure (kP or mmHg)
|
Celsius and mmHg
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Observed Flash Point
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no data
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Ambient Barometric Pressure
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no data
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Cleveland Open-Cup Flash Point in Celsius
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288 C
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DIME Test ID: 2024-04-15-56-3
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 04/27/2024
Date Tested: 04/27/2024
Submitted By Organization: Wright Asphalt
Organization Address: 110 South Commerce Street,
Organization City: Casa Grande
Organization State: CA
Organization Zipcode: 85193
Organization Email: ahamer@wrightasphalt.com
Organization Phone: (806) 679-0747
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
% Elongation Recovery
|
82 %
|
DIME Test ID: 2024-04-15-56-4
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: 04/27/2024
Date Tested: 04/27/2024
Submitted By Organization: Wright Asphalt
Organization Address: 110 South Commerce Street,
Organization City: Casa Grande
Organization State: CA
Organization Zipcode: 85193
Organization Email: ahamer@wrightasphalt.com
Organization Phone: (806) 679-0747
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Phase
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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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2.13 kPa
|
DIME Test ID: 2024-04-15-56-5
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: 04/27/2024
Date Tested: 04/27/2024
Submitted By Organization: Wright Asphalt
Organization Address: 110 South Commerce Street,
Organization City: Casa Grande
Organization State: CA
Organization Zipcode: 85193
Organization Email: ahamer@wrightasphalt.com
Organization Phone: (806) 679-0747
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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0.239 percent
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DIME Test ID: 2024-04-15-56-6
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: 04/27/2024
Date Tested: 04/27/2024
Submitted By Organization: Wright Asphalt
Organization Address: 110 South Commerce Street,
Organization City: Casa Grande
Organization State: CA
Organization Zipcode: 85193
Organization Email: ahamer@wrightasphalt.com
Organization Phone: (806) 679-0747
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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3.80 kPa
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DIME Test ID: 2024-04-15-56-7
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: 04/27/2024
Date Tested: 04/27/2024
Submitted By Organization: Wright Asphalt
Organization Address: 110 South Commerce Street,
Organization City: Casa Grande
Organization State: CA
Organization Zipcode: 85193
Organization Email: ahamer@wrightasphalt.com
Organization Phone: (806) 679-0747
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Phase
|
RTFO residue two specimens
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Test Plate Diameter
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no data
|
|
Phase Angle (δ) (for the 10 cycles)
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no data
|
|
Dynamic Shear, G*/sin(δ)
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no data
|
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Phase Angle 2 (δ) (for the 10 cycles)
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no data
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Dynamic Shear 2, G*/sin(δ)
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no data
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Delta at 2.2 kpa
|
66.6 degree
|
DIME Test ID: 2024-04-15-56-8
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: 04/27/2024
Date Tested: 04/27/2024
Submitted By Organization: Wright Asphalt
Organization Address: 110 South Commerce Street,
Organization City: Casa Grande
Organization State: CA
Organization Zipcode: 85193
Organization Email: ahamer@wrightasphalt.com
Organization Phone: (806) 679-0747
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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3351 kPa
|
DIME Test ID: 2024-04-15-56-9
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: 04/27/2024
Date Tested: 04/27/2024
Submitted By Organization: Wright Asphalt
Organization Address: 110 South Commerce Street,
Organization City: Casa Grande
Organization State: CA
Organization Zipcode: 85193
Organization Email: ahamer@wrightasphalt.com
Organization Phone: (806) 679-0747
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
|
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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
|
194.000 mPa
|
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Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
no data
|
DIME Test ID: 2024-04-15-56-10
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: 04/27/2024
Date Tested: 04/27/2024
Submitted By Organization: Wright Asphalt
Organization Address: 110 South Commerce Street,
Organization City: Casa Grande
Organization State: CA
Organization Zipcode: 85193
Organization Email: ahamer@wrightasphalt.com
Organization Phone: (806) 679-0747
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
|
0.317
|
