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Sample Record for 2024-04-15-54

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

DIME Sample ID: 2024-04-15-54
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: Tank 111
From where was the sample collected: Manufacturer
Laboratory sample identification: 041524-7010-001
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Casa Grande, AZ

Material Information

Performance Grade: PG 70-10
Modified: No
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:

Test Results

Test 1 of 9

DIME Test ID: 2024-04-15-54-1
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? Pa-s
Time of test no data
Test Temperature no data
Speed no data
Spindle size no data
Torque no data
Viscosity reading #1 (A) no data
Viscosity reading #2 (B) no data
Viscosity reading #3 (C) no data
Average viscosity 0.6 Pa-s

Test 2 of 9

DIME Test ID: 2024-04-15-54-2
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
Observed Flash Point no data
Ambient Barometric Pressure no data
Cleveland Open-Cup Flash Point in Celsius 288 C

Test 3 of 9

DIME Test ID: 2024-04-15-54-3
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
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 a normal test obtainable? Yes
Number of replicates tested One
Ductility of test #1 (D1) no data
Ductility of sample 92 cm

Test 4 of 9

DIME Test ID: 2024-04-15-54-4
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 Original binder
Phase Angle (δ) (for the 10 cycles) no data
Dynamic Shear, G*/sin(δ) 1.30 kPa

Test 5 of 9

DIME Test ID: 2024-04-15-54-5
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? One
Average mass change 0.005 percent

Test 6 of 9

DIME Test ID: 2024-04-15-54-6
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 RTFO residue
Phase Angle (δ) (for the 10 cycles) no data
Dynamic Shear, G*/sin(δ) 2.76 kPa

Test 7 of 9

DIME Test ID: 2024-04-15-54-7
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 PAV residue
Test Plate Diameter no data
Phase Angle (δ) (for the 10 cycles) no data
(G*) x sin(δ)= 3691 kPa

Test 8 of 9

DIME Test ID: 2024-04-15-54-8
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: 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 87.000 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s no data

Test 9 of 9

DIME Test ID: 2024-04-15-54-9
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
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 0.355