Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 55556 DEA: OCR EFIS: OCR
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for Oregon Corp. Research.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2021-09-25-10
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Proficiency
Type of Material: Asphalt Binder
Sample Taken Date: 09/25/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/08/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: PG70-28
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: PNAC LLC, Marathon Petroleum
Performance Grade: PG 70-22
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Sample 318
Certified Asphalt Supplier: PNAC LLC - Fernley NV
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2021-09-25-10-1
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: 10/21/2021
Date Tested: 10/13/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: per 2018 standard specifications
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers?
|
Two
|
Any material loss from containers during heating process/testing?
|
No
|
Mass of empty container #1
|
175.649 grams
|
Mass of empty container #2
|
172.620 grams
|
Mass of container #1 before test (m1i)
|
210.621 grams
|
Mass of container #2 before test (m2i)
|
207.864 grams
|
Mass of container #1 after test (m1f)
|
210.405 grams
|
Mass of container #2 after test (m2f)
|
207.624 grams
|
Average mass change
|
-0.649 percent
|
DIME Test ID: 2021-09-25-10-2
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: 10/21/2021
Date Tested: 10/12/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: OG
Test Result Compliance: complies
Additional Comments When Verified:
Phase
|
Original binder
|
Test Plate Diameter
|
25 mm
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
12.00 %
|
Stress Amplitude
|
0.165 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
63.8 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.371 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.53 kPa
|
DIME Test ID: 2021-09-25-10-3
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: 10/21/2021
Date Tested: 10/12/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
Phase
|
RTFO residue
|
Test Plate Diameter
|
25 mm
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
10.00 %
|
Stress Amplitude
|
0.330 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
55.7 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
3.298 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
3.99 kPa
|
DIME Test ID: 2021-09-25-10-5
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Verified Date: 10/21/2021
Date Tested: 10/12/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: @70C
Test Result Compliance: complies
Additional Comments When Verified:
PG test temperature
|
70.0 C
|
Average percent recovery at 0.1 kPa
|
87.0200 %
|
Average percent recovery at 3.2 kPa
|
72.0200 %
|
Nonrecoverable creep compliance
|
0.1785
|
Nonrecoverable creep compliance
|
0.4053
|
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa
|
127.0100 %
|
DIME Test ID: 2021-09-25-10-6
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 10/21/2021
Date Tested: 10/14/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: per 2018 standard specifications
Test Result Compliance: complies
Additional Comments When Verified:
Final Reading from the testing machine (X)
|
3 cm
|
% Elongation Recovery
|
85 %
|
DIME Test ID: 2021-09-25-10-9
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: 10/21/2021
Date Tested: 10/12/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: rtfo 2nd
Test Result Compliance: complies
Additional Comments When Verified:
Phase
|
RTFO residue
|
Test Plate Diameter
|
25 mm
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
10.00 %
|
Stress Amplitude
|
0.326 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
55.8 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
3.264 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
3.95 kPa
|
DIME Test ID: 2021-09-25-10-10
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: 10/21/2021
Date Tested: 10/12/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: orig 2nd
Test Result Compliance: complies
Additional Comments When Verified:
Phase
|
Original binder
|
Test Plate Diameter
|
25 mm
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
12.00 %
|
Stress Amplitude
|
0.157 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
63.9 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.312 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.46 kPa
|
DIME Test ID: 2021-09-25-10-11
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Verified Date: 10/21/2021
Date Tested: 10/12/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: mcsr 2nd
Test Result Compliance: complies
Additional Comments When Verified:
PG test temperature
|
70.0 C
|
Average percent recovery at 0.1 kPa
|
87.0000 %
|
Average percent recovery at 3.2 kPa
|
72.2100 %
|
Nonrecoverable creep compliance
|
0.1802
|
Nonrecoverable creep compliance
|
0.4048
|
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa
|
124.6600 %
|