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: 2021-09-13-38
TL Number from the TL Form:
Sample Submitted By Organization: Valero-NuStar PAT - Pittsburg
Sample Organization Contact: (707) 745-7089
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 09/13/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/16/2021
The quantity of what the sample constitutes: 1 of 2
A brief description of the sample: Tank 5001
From where was the sample collected: Supplier
Laboratory sample identification: 7622M-091321
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pittsburg, CA
Performance Grade: PG 76-22 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero-NuStar PAT - Pittsburg CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2021-09-13-38-1
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 10/06/2021
Date Tested: 09/16/2021
Submitted By Organization: Valero-NuStar PAT - Pittsburg
Organization Address: 1100 Willow Pass Road,
Organization City: Pittsburg
Organization State: CA
Organization Zipcode: 94565
Organization Email: patrick.sendegeya@valero.com
Organization Phone: (707) 745-7214
General Comments for this Test: Submitted from ASCP bulk upload.
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
|
306 C
|
Ambient Barometric Pressure
|
752.2 mmHg
|
Cleveland Open-Cup Flash Point in Celsius
|
306 C
|
DIME Test ID: 2021-09-13-38-2
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 10/06/2021
Date Tested: 09/16/2021
Submitted By Organization: Valero-NuStar PAT - Pittsburg
Organization Address: 1100 Willow Pass Road,
Organization City: Pittsburg
Organization State: CA
Organization Zipcode: 94565
Organization Email: patrick.sendegeya@valero.com
Organization Phone: (707) 745-7214
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s?
|
Pa-s
|
Time of test
|
11:14 HH:MM
|
Test Temperature
|
135 C
|
Speed
|
20 rpm
|
Spindle size
|
S21 in
|
Torque
|
54 %
|
Viscosity reading #1 (A)
|
1.339 Pa-s
|
Viscosity reading #2 (B)
|
1.345 Pa-s
|
Viscosity reading #3 (C)
|
1.342 Pa-s
|
Average viscosity
|
1.342 Pa-s
|
DIME Test ID: 2021-09-13-38-3
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: 10/06/2021
Date Tested: 09/16/2021
Submitted By Organization: Valero-NuStar PAT - Pittsburg
Organization Address: 1100 Willow Pass Road,
Organization City: Pittsburg
Organization State: CA
Organization Zipcode: 94565
Organization Email: patrick.sendegeya@valero.com
Organization Phone: (707) 745-7214
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Phase
|
Original binder
|
Test Plate Diameter
|
25 mm
|
Phase Angle (δ) (for the 10 cycles)
|
67.4 degree
|
Dynamic Shear, G*/sin(δ)
|
1.37 kPa
|
DIME Test ID: 2021-09-13-38-4
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 10/06/2021
Date Tested: 09/16/2021
Submitted By Organization: Valero-NuStar PAT - Pittsburg
Organization Address: 1100 Willow Pass Road,
Organization City: Pittsburg
Organization State: CA
Organization Zipcode: 94565
Organization Email: patrick.sendegeya@valero.com
Organization Phone: (707) 745-7214
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Was test performed on residue from distillation or evaporation?
|
NA
|
Soluble, percent
|
99.9 %
|
Insoluble, percent
|
0.1 %
|
DIME Test ID: 2021-09-13-38-5
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: 10/06/2021
Date Tested: 09/16/2021
Submitted By Organization: Valero-NuStar PAT - Pittsburg
Organization Address: 1100 Willow Pass Road,
Organization City: Pittsburg
Organization State: CA
Organization Zipcode: 94565
Organization Email: patrick.sendegeya@valero.com
Organization Phone: (707) 745-7214
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Phase
|
RTFO residue
|
Test Plate Diameter
|
25 mm
|
Phase Angle (δ) (for the 10 cycles)
|
65.3 degree
|
Dynamic Shear, G*/sin(δ)
|
2.50 kPa
|
DIME Test ID: 2021-09-13-38-6
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Delta at 2.2 kpa)
Verified Date: 10/06/2021
Date Tested: 09/16/2021
Submitted By Organization: Valero-NuStar PAT - Pittsburg
Organization Address: 1100 Willow Pass Road,
Organization City: Pittsburg
Organization State: CA
Organization Zipcode: 94565
Organization Email: patrick.sendegeya@valero.com
Organization Phone: (707) 745-7214
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
Test Plate Diameter
|
25 mm
|
Delta at 2.2 kpa
|
65.9 degree
|
DIME Test ID: 2021-09-13-38-8
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 10/06/2021
Date Tested: 09/16/2021
Submitted By Organization: Valero-NuStar PAT - Pittsburg
Organization Address: 1100 Willow Pass Road,
Organization City: Pittsburg
Organization State: CA
Organization Zipcode: 94565
Organization Email: patrick.sendegeya@valero.com
Organization Phone: (707) 745-7214
General Comments for this Test: The test uploaded by bulk would not open.
Test Result Compliance:
Additional Comments When Verified:
% Elongation Recovery
|
75 %
|
DIME Test ID: 2021-09-13-38-9
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: 10/06/2021
Date Tested: 09/17/2021
Submitted By Organization: Valero-NuStar PAT - Pittsburg
Organization Address: 1100 Willow Pass Road,
Organization City: Pittsburg
Organization State: CA
Organization Zipcode: 94565
Organization Email: patrick.sendegeya@valero.com
Organization Phone: (707) 745-7214
General Comments for this Test: Test did not upload from spreadsheet
Test Result Compliance:
Additional Comments When Verified:
Phase
|
PAV residue
|
Test Plate Diameter
|
8 mm
|
Phase Angle (δ) (for the 10 cycles)
|
47.6 degree
|
(G*) x sin(δ)=
|
1450 kPa
|
DIME Test ID: 2021-09-13-38-10
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 10/06/2021
Date Tested: 09/17/2021
Submitted By Organization: Valero-NuStar PAT - Pittsburg
Organization Address: 1100 Willow Pass Road,
Organization City: Pittsburg
Organization State: CA
Organization Zipcode: 94565
Organization Email: patrick.sendegeya@valero.com
Organization Phone: (707) 745-7214
General Comments for this Test: Test did not upload from spreadsheet
Test Result Compliance:
Additional Comments When Verified:
Time test started
|
no data HH:MM:SS
|
Flags issued by software during test
|
no data
|
Correlation coefficient (R²)
|
no data0
|
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
|
126 mPa
|
Estimated Stiffness Modulus 60.0 s
|
126 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.346
|