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: 2022-01-19-14
TL Number from the TL Form:
Sample Submitted By Organization: Granite Construction Company - Bakersfield
Sample Organization Contact: (775) 690-7424
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 01/19/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/19/2022
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: Tank 60002
From where was the sample collected: Manufacturer
Laboratory sample identification: 1773865181
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Bakersfield, CA
Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Granite Construction
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2022-01-19-14-1
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 02/08/2022
Date Tested: 02/08/2022
Submitted By Organization: Granite Construction Company - Bakersfield
Organization Address: 1201 China Grade Loop,
Organization City: Bakersfiled
Organization State: CA
Organization Zipcode: 93308
Organization Email: edgard.hitti@gcinc.com
Organization Phone: (775) 690-7424
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
|
Test Temperature
|
0 C
|
Speed
|
0 rpm
|
Spindle size
|
no data in
|
Torque
|
0 %
|
Viscosity reading #1 (A)
|
no data
|
Viscosity reading #2 (B)
|
no data
|
Viscosity reading #3 (C)
|
no data
|
Average viscosity
|
0.325 Pa-s
|
DIME Test ID: 2022-01-19-14-2
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: 02/08/2022
Date Tested: 02/08/2022
Submitted By Organization: Granite Construction Company - Bakersfield
Organization Address: 1201 China Grade Loop,
Organization City: Bakersfiled
Organization State: CA
Organization Zipcode: 93308
Organization Email: edgard.hitti@gcinc.com
Organization Phone: (775) 690-7424
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Phase
|
Original binder
|
Test Plate Diameter
|
no data
|
Phase Angle (δ) (for the 10 cycles)
|
no data
|
Dynamic Shear, G*/sin(δ)
|
1.27 kPa
|
DIME Test ID: 2022-01-19-14-3
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: 02/08/2022
Date Tested: 02/08/2022
Submitted By Organization: Granite Construction Company - Bakersfield
Organization Address: 1201 China Grade Loop,
Organization City: Bakersfiled
Organization State: CA
Organization Zipcode: 93308
Organization Email: edgard.hitti@gcinc.com
Organization Phone: (775) 690-7424
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
|
-0.175 percent
|
DIME Test ID: 2022-01-19-14-4
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: 02/08/2022
Date Tested: 02/08/2022
Submitted By Organization: Granite Construction Company - Bakersfield
Organization Address: 1201 China Grade Loop,
Organization City: Bakersfiled
Organization State: CA
Organization Zipcode: 93308
Organization Email: edgard.hitti@gcinc.com
Organization Phone: (775) 690-7424
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Phase
|
RTFO residue
|
Test Plate Diameter
|
no data
|
Phase Angle (δ) (for the 10 cycles)
|
no data
|
Dynamic Shear, G*/sin(δ)
|
2.38 kPa
|
DIME Test ID: 2022-01-19-14-5
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: 02/08/2022
Date Tested: 02/08/2022
Submitted By Organization: Granite Construction Company - Bakersfield
Organization Address: 1201 China Grade Loop,
Organization City: Bakersfiled
Organization State: CA
Organization Zipcode: 93308
Organization Email: edgard.hitti@gcinc.com
Organization Phone: (775) 690-7424
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)=
|
3659 kPa
|
DIME Test ID: 2022-01-19-14-6
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: 02/08/2022
Date Tested: 02/08/2022
Submitted By Organization: Granite Construction Company - Bakersfield
Organization Address: 1201 China Grade Loop,
Organization City: Bakersfiled
Organization State: CA
Organization Zipcode: 93308
Organization Email: edgard.hitti@gcinc.com
Organization Phone: (775) 690-7424
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
|
137.000 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
no data
|
DIME Test ID: 2022-01-19-14-7
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: 02/08/2022
Date Tested: 02/08/2022
Submitted By Organization: Granite Construction Company - Bakersfield
Organization Address: 1201 China Grade Loop,
Organization City: Bakersfiled
Organization State: CA
Organization Zipcode: 93308
Organization Email: edgard.hitti@gcinc.com
Organization Phone: (775) 690-7424
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
|
0.392
|