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Sample Record for 2021-03-15-11

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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: 2021-03-15-11
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: 03/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/15/2021
The quantity of what the sample constitutes: 1 of 2 cans
A brief description of the sample: Asphalt Binder, Modified
From where was the sample collected: Manufacturer
Laboratory sample identification: PG6428M210308
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery, Bakersfield, CA

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
Lot number:
Sublot number:
Tank number: 5005
Time of sample: 8:00 am
HMA Supplier:
Asphalt Binder Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade:
Multigrade Type:

Test Results

Test 1 of 8

DIME Test ID: 2021-03-15-11-1
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 04/15/2021
Date Tested: 03/15/2021
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 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 311 C
Ambient Barometric Pressure 752 mmHg
Cleveland Open-Cup Flash Point in Celsius 313 C

Test 2 of 8

DIME Test ID: 2021-03-15-11-2
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 04/15/2021
Date Tested: 03/15/2021
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 Result Compliance:
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s? Pa-s
Time of test 09:42 HH:MM
Test Temperature 135 C
Speed 100 rpm
Spindle size 27 in
Torque 68 %
Viscosity reading #1 (A) 1.72 Pa-s
Viscosity reading #2 (B) 1.72 Pa-s
Viscosity reading #3 (C) 1.72 Pa-s
Average viscosity 1.72 Pa-s

Test 3 of 8

DIME Test ID: 2021-03-15-11-3
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: 04/15/2021
Date Tested: 03/15/2021
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 @ 64C
Test Result Compliance:
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 61.6 degree
Dynamic Shear, G*/sin(δ) 1.96 kPa

Test 4 of 8

DIME Test ID: 2021-03-15-11-4
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: 04/15/2021
Date Tested: 03/15/2021
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 Result Compliance:
Additional Comments When Verified:
Average mass change -0.071 percent

Test 5 of 8

DIME Test ID: 2021-03-15-11-5
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 04/15/2021
Date Tested: 03/15/2021
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 Result Compliance:
Additional Comments When Verified:
% Elongation Recovery 85 %

Test 6 of 8

DIME Test ID: 2021-03-15-11-6
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: 04/15/2021
Date Tested: 03/15/2021
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 @ 64C
Test Result Compliance:
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 67.0 degree
Dynamic Shear, G*/sin(δ) 2.91 kPa

Test 7 of 8

DIME Test ID: 2021-03-15-11-7
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: 04/15/2021
Date Tested: 03/16/2021
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 @ 22C
Test Result Compliance:
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Phase Angle (δ) (for the 10 cycles) 62.1 degree
(G*) x sin(δ)= 1639 kPa

Test 8 of 8

DIME Test ID: 2021-03-15-11-8
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: 04/15/2021
Date Tested: 03/16/2021
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 @ -18C
Test Result Compliance:
Additional Comments When Verified:
Time test started 11:22:34 HH:MM:SS
Flags issued by software during test None
Correlation coefficient (R²) 0.999978
Regression coefficient a 2.6700
Regression coefficient b -0.1880
Regression coefficient c -0.0422
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 160.000 mPa
Estimated Stiffness Modulus 60.0 s 160.000 mPa
Difference between stiffness moduli 60.0 s 0.00 %
Estimated m-value 60.0 s 0.338

Tests Assigned to this Sample

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