Sample Record for 2022-06-11-19
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: 2022-06-11-19
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: 06/11/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2022
The quantity of what the sample constitutes: 1 of 2 cans
A brief description of the sample: PG76-22M Modified Binder
From where was the sample collected: Manufacturer
Laboratory sample identification: 7622220611
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery, Bakersfield, CA
Material Information
Performance Grade: PG 76-22 M
Modified: Yes
Lot number: 7622220611
Sublot number:
Tank number: 5005
Time of sample: 6:30 am
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test Results
Test 1 of 10
DIME Test ID: 2022-06-11-19-1
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 07/28/2022
Date Tested: 06/11/2022
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)
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Fahrenheit and mmHg
|
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Observed Flash Point
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585 F
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Ambient Barometric Pressure
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754 mmHg
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Cleveland Open-Cup Flash Point in Fahrenheit
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585 F
|
Test 2 of 10
DIME Test ID: 2022-06-11-19-2
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 07/28/2022
Date Tested: 06/11/2022
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 @ 135.0C
Test Result Compliance:
Additional Comments When Verified:
|
Is viscosity reading in cP/Pa-s?
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Pa-s
|
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Time of test
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09:41 HH:MM
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Test Temperature
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135 C
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Speed
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50 rpm
|
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Spindle size
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21 in
|
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Torque
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34 %
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Viscosity reading #1 (A)
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1.65 Pa-s
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Viscosity reading #2 (B)
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1.635 Pa-s
|
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Viscosity reading #3 (C)
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1.63 Pa-s
|
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Average viscosity
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1.638 Pa-s
|
Test 3 of 10
DIME Test ID: 2022-06-11-19-3
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: 07/28/2022
Date Tested: 06/11/2022
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 @ 76.0C
Test Result Compliance:
Additional Comments When Verified:
|
Phase
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Original binder
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|
Test Plate Diameter
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25 mm
|
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Phase Angle (δ) (for the 10 cycles)
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64.1 degree
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Dynamic Shear, G*/sin(δ)
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2.41 kPa
|
Test 4 of 10
DIME Test ID: 2022-06-11-19-4
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: 07/28/2022
Date Tested: 06/11/2022
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?
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Two
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Average mass change
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-0.031 percent
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Test 5 of 10
DIME Test ID: 2022-06-11-19-5
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 07/28/2022
Date Tested: 06/11/2022
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 @ 25.0C
Test Result Compliance:
Additional Comments When Verified:
|
% Elongation Recovery
|
83 %
|
Test 6 of 10
DIME Test ID: 2022-06-11-19-6
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)
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 07/28/2022. The corrected test ID is: 2022-06-11-19-8
Reason: retested
Test 7 of 10
DIME Test ID: 2022-06-11-19-7
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: 07/28/2022
Date Tested: 06/13/2022
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 @ 31.0C
Test Result Compliance:
Additional Comments When Verified:
|
Phase
|
PAV residue
|
|
Test Plate Diameter
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8 mm
|
|
Phase Angle (δ) (for the 10 cycles)
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56.5 degree
|
|
(G*) x sin(δ)=
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1817 kPa
|
Test 8 of 10
DIME Test ID: 2022-06-11-19-8
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)
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
Data has not been verified.
Test 9 of 10
DIME Test ID: 2022-06-11-19-9
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: 07/28/2022
Date Tested: 06/11/2022
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 @ 76.0C
Test Result Compliance:
Additional Comments When Verified:
|
Phase
|
RTFO residue
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Test Plate Diameter
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25 mm
|
|
Phase Angle (δ) (for the 10 cycles)
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63.4 degree
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Dynamic Shear, G*/sin(δ)
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2.58 kPa
|
Test 10 of 10
DIME Test ID: 2022-06-11-19-10
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
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
Data has not been verified.
