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Sample Record for 2021-07-06-43

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: 2021-07-06-43
TL Number from the TL Form:
Sample Submitted By Organization: San Joaquin Refinery - Bakersfield
Sample Organization Contact: (661) 327-8248
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 07/06/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/06/2021
The quantity of what the sample constitutes: 1 of 2 cans
A brief description of the sample: PG64-16/PG64-10 Binder
From where was the sample collected: Manufacturer
Laboratory sample identification: 6416210706
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery, Bakersfield, CA

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 6416210706
Sublot number:
Tank number: 32001
Time of sample: 8:00 am
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10
Asphalt Binder Mix Number:
Test results on following page(s): 9

Test Results

Test 1 of 9

DIME Test ID: 2021-07-06-43-1
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell Street,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email:
Organization Phone: (661) 327-8248
This test has been superseded on 07/22/2021. The corrected test ID is: 2021-07-06-43-3
Reason: retested

Test 2 of 9

DIME Test ID: 2021-07-06-43-2
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 07/22/2021
Date Tested: 07/06/2021
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell Street,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: donp@sjr.com
Organization Phone: (661) 327-8248
General Comments for this Test:
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 310 C
Ambient Barometric Pressure 758 mmHg
Cleveland Open-Cup Flash Point in Celsius 310 C

Test 3 of 9

DIME Test ID: 2021-07-06-43-3
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 07/22/2021
Date Tested: 07/06/2021
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell Street,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: donp@sjr.com
Organization Phone: (661) 327-8248
General Comments for this Test: Test @ 25C
The test was superseded from test ID: 2021-07-06-43-1
Test Result Compliance:
Additional Comments When Verified:
Specific Gravity 1.021

Test 4 of 9

DIME Test ID: 2021-07-06-43-4
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: 07/22/2021
Date Tested: 07/06/2021
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell Street,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: donp@sjr.com
Organization Phone: (661) 327-8248
General Comments for this Test: Test @ 64C
Test Result Compliance:
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 89.2 degree
Dynamic Shear, G*/sin(δ) 1.56 kPa

Test 5 of 9

DIME Test ID: 2021-07-06-43-5
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: 07/22/2021
Date Tested: 07/06/2021
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell Street,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: donp@sjr.com
Organization Phone: (661) 327-8248
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is mass change based on one or two containers? Two
Average mass change -0.046 percent

Test 6 of 9

DIME Test ID: 2021-07-06-43-6
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 07/22/2021
Date Tested: 07/06/2021
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell Street,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: donp@sjr.com
Organization Phone: (661) 327-8248
General Comments for this Test: Test @ 25C
Test Result Compliance:
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested Two
Ductility of test #1 (D1) 150 cm
Ductility of test #2 (D2) 150 cm
Ductility of sample 150 cm

Test 7 of 9

DIME Test ID: 2021-07-06-43-7
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: 07/22/2021
Date Tested: 07/06/2021
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell Street,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: donp@sjr.com
Organization Phone: (661) 327-8248
General Comments for this Test: Test @ 64C
Test Result Compliance:
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 88.4 degree
Dynamic Shear, G*/sin(δ) 2.73 kPa

Test 8 of 9

DIME Test ID: 2021-07-06-43-8
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: 07/22/2021
Date Tested: 07/07/2021
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell Street,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: donp@sjr.com
Organization Phone: (661) 327-8248
General Comments for this Test: Test @ 28C
Test Result Compliance:
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Phase Angle (δ) (for the 10 cycles) 59.1 degree
(G*) x sin(δ)= 4034 kPa

Test 9 of 9

DIME Test ID: 2021-07-06-43-9
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: 07/22/2021
Date Tested: 07/07/2021
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell Street,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: donp@sjr.com
Organization Phone: (661) 327-8248
General Comments for this Test: Test @ -6.0C
Test Result Compliance:
Additional Comments When Verified:
Time test started 11:01:33 HH:MM:SS
Flags issued by software during test None
Correlation coefficient (R²) 0.999998
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 198 mPa
Estimated Stiffness Modulus 60.0 s 198 mPa
Difference between stiffness moduli 60.0 s no data0 %
Estimated m-value 60.0 s 0.362