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: 2025-09-29-46
TL Number from the TL Form:
Sample Submitted By Organization: Centennial Asphalt
Sample Organization Contact: (801) 831-6014
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 09/29/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/29/2025
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: Tank 5901
From where was the sample collected: Manufacturer
Laboratory sample identification: 1566315031
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Bakerfield, CA
Performance Grade: PG 70-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Centennial Asphalt - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2025-09-29-46-1
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 10/13/2025
Date Tested: 10/13/2025
Submitted By Organization: Centennial Asphalt
Organization Address: 1201 China Grade Loop,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: george.peterson@gcinc.com
Organization Phone: (801) 831-6014
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
|
0.445 Pa-s
|
DIME Test ID: 2025-09-29-46-2
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: 10/13/2025
Date Tested: 10/13/2025
Submitted By Organization: Centennial Asphalt
Organization Address: 1201 China Grade Loop,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: george.peterson@gcinc.com
Organization Phone: (801) 831-6014
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)
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1.22 kPa
|
DIME Test ID: 2025-09-29-46-3
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: 10/13/2025
Date Tested: 10/13/2025
Submitted By Organization: Centennial Asphalt
Organization Address: 1201 China Grade Loop,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: george.peterson@gcinc.com
Organization Phone: (801) 831-6014
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
|
-0.123 percent
|
DIME Test ID: 2025-09-29-46-4
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: 10/13/2025
Date Tested: 10/13/2025
Submitted By Organization: Centennial Asphalt
Organization Address: 1201 China Grade Loop,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: george.peterson@gcinc.com
Organization Phone: (801) 831-6014
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)
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no data
|
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Dynamic Shear, G*/sin(δ)
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2.50 kPa
|
DIME Test ID: 2025-09-29-46-5
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 10/13/2025
Date Tested: 10/13/2025
Submitted By Organization: Centennial Asphalt
Organization Address: 1201 China Grade Loop,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: george.peterson@gcinc.com
Organization Phone: (801) 831-6014
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
|
Is a normal test obtainable?
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Yes
|
|
Number of replicates tested
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One
|
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Ductility of test #1 (D1)
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no data
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Ductility of sample
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140 cm
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DIME Test ID: 2025-09-29-46-6
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: 10/13/2025
Date Tested: 10/13/2025
Submitted By Organization: Centennial Asphalt
Organization Address: 1201 China Grade Loop,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: george.peterson@gcinc.com
Organization Phone: (801) 831-6014
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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3532 kPa
|
DIME Test ID: 2025-09-29-46-7
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: 10/13/2025
Date Tested: 10/13/2025
Submitted By Organization: Centennial Asphalt
Organization Address: 1201 China Grade Loop,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: george.peterson@gcinc.com
Organization Phone: (801) 831-6014
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
|
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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
|
136 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: 2025-09-29-46-8
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: 10/13/2025
Date Tested: 10/13/2025
Submitted By Organization: Centennial Asphalt
Organization Address: 1201 China Grade Loop,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: george.peterson@gcinc.com
Organization Phone: (801) 831-6014
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
|
0.418
|
