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: 2023-09-30-9
TL Number from the TL Form:
Sample Submitted By Organization: Wright Asphalt
Sample Organization Contact: (806) 679-0747
Type of Sample: Preliminary
Type of Material: Asphalt Binder
Sample Taken Date: 09/30/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/30/2023
The quantity of what the sample constitutes: 1 of 3
A brief description of the sample: Tank 111
From where was the sample collected: Manufacturer
Laboratory sample identification: 093023-7010-001
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Casa Grande, AZ
Performance Grade: PG 70-10
Modified:
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: 2023-09-30-9-1
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 10/03/2023
Date Tested: 10/03/2023
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?
|
Pa-s
|
|
Time of test
|
no data HH:MM
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|
Test Temperature
|
no data0 C
|
|
Speed
|
no data0 rpm
|
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Spindle size
|
no data in
|
|
Torque
|
no data0 %
|
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Viscosity reading #1 (A)
|
no data
|
|
Viscosity reading #2 (B)
|
no data
|
|
Viscosity reading #3 (C)
|
no data
|
|
Average viscosity
|
0.6 Pa-s
|
DIME Test ID: 2023-09-30-9-2
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 10/03/2023
Date Tested: 10/03/2023
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
|
|
Observed Flash Point
|
no data
|
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Ambient Barometric Pressure
|
no data
|
|
Cleveland Open-Cup Flash Point in Celsius
|
288 C
|
DIME Test ID: 2023-09-30-9-3
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 10/03/2023
Date Tested: 10/03/2023
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 a normal test obtainable?
|
Yes
|
|
Number of replicates tested
|
One
|
|
Ductility of test #1 (D1)
|
no data
|
|
Ductility of sample
|
100 cm
|
DIME Test ID: 2023-09-30-9-4
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: 10/03/2023
Date Tested: 10/03/2023
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
|
Original binder
|
|
Phase Angle (δ) (for the 10 cycles)
|
no data
|
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Dynamic Shear, G*/sin(δ)
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1.54 kPa
|
DIME Test ID: 2023-09-30-9-5
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: 10/03/2023
Date Tested: 10/03/2023
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?
|
One
|
|
Average mass change
|
0.077 percent
|
DIME Test ID: 2023-09-30-9-6
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: 10/03/2023
Date Tested: 10/03/2023
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
|
|
Phase Angle (δ) (for the 10 cycles)
|
no data
|
|
Dynamic Shear, G*/sin(δ)
|
3.60 kPa
|
DIME Test ID: 2023-09-30-9-7
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: 10/03/2023
Date Tested: 10/03/2023
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
|
|
Test Plate Diameter
|
no data
|
|
Phase Angle (δ) (for the 10 cycles)
|
no data
|
|
(G*) x sin(δ)=
|
3893 kPa
|
DIME Test ID: 2023-09-30-9-8
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: 10/03/2023
Date Tested: 10/03/2023
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)
|
no data0
|
|
Regression coefficient a
|
no data
|
|
Regression coefficient b
|
no data
|
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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
|
99 mPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
no data
|
DIME Test ID: 2023-09-30-9-9
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: 10/03/2023
Date Tested: 10/03/2023
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)
|
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
|
0.37
|
