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Sample Record for 2021-05-04-25

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: 2021-05-04-25
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: 05/04/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/04/2021
The quantity of what the sample constitutes: 1 of 2 cans
A brief description of the sample: PG70-10 Asphalt Binder
From where was the sample collected: Manufacturer
Laboratory sample identification: PG7010-210504
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery, Bakersfield, CA

Material Information

Performance Grade: PG 70-10
Modified: No
Lot number:
Sublot number:
Tank number: 9001
Time of sample: 7:35 am
HMA Supplier:
Asphalt Binder Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 7

DIME Test ID: 2021-05-04-25-1
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 06/07/2021
Date Tested: 05/04/2021
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell St,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email:
Organization Phone: (661) 327-8248
General Comments for this Test:
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 311 C
Ambient Barometric Pressure 760 mmHg
Cleveland Open-Cup Flash Point in Celsius 311 C

Test 2 of 7

DIME Test ID: 2021-05-04-25-2
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/07/2021
Date Tested: 05/04/2021
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell St,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email:
Organization Phone: (661) 327-8248
General Comments for this Test: Test @ 70C
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 89.4 degree
Dynamic Shear, G*/sin(δ) 1.31 kPa

Test 3 of 7

DIME Test ID: 2021-05-04-25-3
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: 06/07/2021
Date Tested: 05/04/2021
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell St,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email:
Organization Phone: (661) 327-8248
General Comments for this Test:
Additional Comments When Verified:
Average mass change -0.046 percent

Test 4 of 7

DIME Test ID: 2021-05-04-25-4
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/07/2021
Date Tested: 05/04/2021
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell St,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email:
Organization Phone: (661) 327-8248
General Comments for this Test: Test @ 70C
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 88.7 degree
Dynamic Shear, G*/sin(δ) 2.48 kPa

Test 5 of 7

DIME Test ID: 2021-05-04-25-5
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 06/07/2021
Date Tested: 05/04/2021
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell St,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email:
Organization Phone: (661) 327-8248
General Comments for this Test: Test @ 25C
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested Two
Ductility of test #1 (D1) 120 cm
Ductility of test #2 (D2) 120 cm
Ductility of sample 120 cm

Test 6 of 7

DIME Test ID: 2021-05-04-25-6
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/07/2021
Date Tested: 05/05/2021
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell St,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email:
Organization Phone: (661) 327-8248
General Comments for this Test: Test @ 37C
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Phase Angle (δ) (for the 10 cycles) 65.1 degree
(G*) x sin(δ)= 3338 kPa

Test 7 of 7

DIME Test ID: 2021-05-04-25-7
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: 06/07/2021
Date Tested: 05/05/2021
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell St,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email:
Organization Phone: (661) 327-8248
General Comments for this Test: Test @ 0C
Additional Comments When Verified:
Time test started 11:37:08 HH:MM:SS
Flags issued by software during test None
Correlation coefficient (R²) 0.999971
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 215.000 mPa
Estimated Stiffness Modulus 60.0 s 215.000 mPa
Difference between stiffness moduli 60.0 s 0.00 %
Estimated m-value 60.0 s 0.384

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.