Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2023-10-24-48
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: 10/24/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/24/2023
The quantity of what the sample constitutes: 1 of 2 split sample
A brief description of the sample: PG64-10 Asphalt Binder
From where was the sample collected: Manufacturer
Laboratory sample identification: 6410231024
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery, Bakersfield, CA
Performance Grade: PG 64-10
Modified: No
Lot number: 6410231024
Sublot number:
Tank number: 20004
Time of sample: 8:00am
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2023-10-24-48-1
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 11/07/2023
Date Tested: 10/24/2023
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)
|
Fahrenheit and mmHg
|
Observed Flash Point
|
590 F
|
Ambient Barometric Pressure
|
754 mmHg
|
Cleveland Open-Cup Flash Point in Fahrenheit
|
590 F
|
DIME Test ID: 2023-10-24-48-2
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 11/07/2023
Date Tested: 10/24/2023
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@ 64.0C
Test Result Compliance:
Additional Comments When Verified:
Phase
|
Original binder
|
Phase Angle (δ) (for the 10 cycles)
|
89.5 degree
|
Dynamic Shear, G*/sin(δ)
|
1.45 kPa
|
DIME Test ID: 2023-10-24-48-3
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: 11/07/2023
Date Tested: 10/24/2023
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
|
-0.247 percent
|
DIME Test ID: 2023-10-24-48-4
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 11/07/2023
Date Tested: 10/24/2023
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 @ 64.0C
Test Result Compliance:
Additional Comments When Verified:
Phase
|
RTFO residue
|
Phase Angle (δ) (for the 10 cycles)
|
88.8 degree
|
Dynamic Shear, G*/sin(δ)
|
2.74 kPa
|
DIME Test ID: 2023-10-24-48-5
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 11/07/2023
Date Tested: 10/25/2023
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
|
8 mm
|
Phase Angle (δ) (for the 10 cycles)
|
66.7 degree
|
(G*) x sin(δ)=
|
4132 kPa
|
DIME Test ID: 2023-10-24-48-6
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 11/07/2023
Date Tested: 10/25/2023
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 @ 0.0C
Test Result Compliance:
Additional Comments When Verified:
Time test started
|
10:14:44 HH:MM:SS
|
Flags issued by software during test
|
no data
|
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
|
163 mPa
|
Estimated Stiffness Modulus 60.0 s
|
163 mPa
|
Difference between stiffness moduli 60.0 s
|
no data0 %
|
Estimated m-value 60.0 s
|
0.459
|