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Sample Record for 2022-08-15-55

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: 2022-08-15-55
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: 08/15/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/15/2022
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: 1277969603
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Bakersfield, CA

Material Information

Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Centennial Asphalt
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2022-08-15-55-1
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 09/10/2022
Date Tested: 09/10/2022
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 no data0 C
Speed no data0 rpm
Spindle size no data in
Torque no data0 %
Viscosity reading #1 (A) no data
Viscosity reading #2 (B) no data
Viscosity reading #3 (C) no data
Average viscosity 0.37 Pa-s

Test 2 of 8

DIME Test ID: 2022-08-15-55-2
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: 09/10/2022
Date Tested: 09/10/2022
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 25 mm
Phase Angle (δ) (for the 10 cycles) no data
Dynamic Shear, G*/sin(δ) 1.49 kPa

Test 3 of 8

DIME Test ID: 2022-08-15-55-3
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: 09/10/2022
Date Tested: 09/10/2022
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 -0.458 percent

Test 4 of 8

DIME Test ID: 2022-08-15-55-4
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: 09/10/2022
Date Tested: 09/10/2022
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 25 mm
Phase Angle (δ) (for the 10 cycles) no data
Dynamic Shear, G*/sin(δ) 3.77 kPa

Test 5 of 8

DIME Test ID: 2022-08-15-55-5
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: 09/10/2022
Date Tested: 09/10/2022
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 25 mm
Phase Angle (δ) (for the 10 cycles) no data
(G*) x sin(δ)= 5144 kPa

Test 6 of 8

DIME Test ID: 2022-08-15-55-6
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: 09/10/2022
Date Tested: 09/10/2022
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 25 mm
Phase Angle (δ) (for the 10 cycles) no data
(G*) x sin(δ)= 3427 kPa

Test 7 of 8

DIME Test ID: 2022-08-15-55-7
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: 09/10/2022
Date Tested: 09/10/2022
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) 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 165 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s no data

Test 8 of 8

DIME Test ID: 2022-08-15-55-8
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: 09/10/2022
Date Tested: 09/10/2022
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) 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 0.352