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: 2021-09-07-7
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: 09/07/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/07/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: PG70-34
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Idaho Asphalt Supply, Inc
Performance Grade: PG 70-22
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: SAMPLE 317
Certified Asphalt Supplier: Oregon Corp - Salem OR
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2021-09-07-7-1
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: 09/23/2021
Date Tested: 09/14/2021
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: as per 2018 standard specs
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
|
171.438 grams
|
Mass of empty container #2
|
167.120 grams
|
Mass of container #1 before test (m1i)
|
207.307 grams
|
Mass of container #2 before test (m2i)
|
202.644 grams
|
Mass of container #1 after test (m1f)
|
207.100 grams
|
Mass of container #2 after test (m2f)
|
202.446 grams
|
Average mass change
|
-0.567 percent
|
DIME Test ID: 2021-09-07-7-2
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 09/23/2021
Date Tested: 09/14/2021
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: as per 2018 standard specs
Test Result Compliance: complies
Additional Comments When Verified:
Final Reading from the testing machine (X)
|
3 cm
|
% Elongation Recovery
|
85 %
|
DIME Test ID: 2021-09-07-7-3
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: 09/23/2021
Date Tested: 09/14/2021
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: OG
Test Result Compliance:
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
|
0.196 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
52.9 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.637 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
2.05 kPa
|
DIME Test ID: 2021-09-07-7-4
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: 09/23/2021
Date Tested: 09/14/2021
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: RTFO
Test Result Compliance:
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
|
0.303 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
51.1 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
3.030 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
3.89 kPa
|
DIME Test ID: 2021-09-07-7-5
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: 09/23/2021
Date Tested: 09/17/2021
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: PAV
Test Result Compliance:
Additional Comments When Verified:
Phase
|
PAV residue
|
Test Plate Diameter
|
8 mm
|
Test Gap
|
2 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
1.00 %
|
Stress Amplitude
|
21.106 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
45.3 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2110.388 kPa
|
Test Temperature (Specimen 1)
|
25.0 C
|
(G*) x sin(δ)=
|
1500 kPa
|
DIME Test ID: 2021-09-07-7-7
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: 09/23/2021
Date Tested: 09/22/2021
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: TEST @ -24C per 2018 standard specifications
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s
|
-24.0 C
|
Maximum test bath temperature at 240 s
|
-24.0 C
|
Time of test load application
|
no data HH:MM:SS
|
File name of test data
|
no data
|
Time beam in bath
|
no data
|
Time test started
|
no data HH:MM:SS
|
Flags issued by software during test
|
no data
|
Correlation coefficient (R²)
|
0
|
Regression coefficient a
|
no data
|
Regression coefficient b
|
no data
|
Regression coefficient c
|
no data
|
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
|
975.0 mN
|
Beam deflection 60.0 s
|
0.305 µm
|
Measured Stiffness Modulus 60.0 s
|
258.000 mPa
|
Estimated Stiffness Modulus 60.0 s
|
258.000 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.306
|
DIME Test ID: 2021-09-07-7-8
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: 09/23/2021
Date Tested: 09/22/2021
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: TEST @ -30C per 2018 standard specifications
Test Result Compliance: does not comply
Additional Comments When Verified:
Minimum test bath temperature at 240 s
|
-30.0 C
|
Maximum test bath temperature at 240 s
|
-30.0 C
|
Time of test load application
|
no data HH:MM:SS
|
File name of test data
|
no data
|
Time beam in bath
|
no data
|
Time test started
|
no data HH:MM:SS
|
Flags issued by software during test
|
no data
|
Correlation coefficient (R²)
|
0
|
Regression coefficient a
|
no data
|
Regression coefficient b
|
no data
|
Regression coefficient c
|
no data
|
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
|
985.0 mN
|
Beam deflection 60.0 s
|
0.150 µm
|
Measured Stiffness Modulus 60.0 s
|
529.000 mPa
|
Estimated Stiffness Modulus 60.0 s
|
530.000 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.250
|
DIME Test ID: 2021-09-07-7-9
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: 09/23/2021
Date Tested: 09/14/2021
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: ORIG2ND
Test Result Compliance:
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
|
0.190 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
52.9 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.581 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.98 kPa
|
DIME Test ID: 2021-09-07-7-10
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: 09/23/2021
Date Tested: 09/14/2021
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: RTFO2ND
Test Result Compliance:
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
|
0.310 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
51.0 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
3.099 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
3.99 kPa
|
DIME Test ID: 2021-09-07-7-11
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: 09/23/2021
Date Tested: 09/17/2021
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: PAV SECOND SAMPLE
Test Result Compliance:
Additional Comments When Verified:
Phase
|
PAV residue
|
Test Plate Diameter
|
8 mm
|
Test Gap
|
2 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
1.00 %
|
Stress Amplitude
|
21.801 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
45.6 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2179.865 kPa
|
Test Temperature (Specimen 1)
|
25.0 C
|
(G*) x sin(δ)=
|
1557 kPa
|
DIME Test ID: 2021-09-07-7-12
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: 10/12/2021
Date Tested: 09/22/2021
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: PAV 3RD?
Test Result Compliance:
Additional Comments When Verified:
Phase
|
PAV residue
|
Test Plate Diameter
|
8 mm
|
Test Gap
|
2 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
1.00 %
|
Stress Amplitude
|
30.549 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
44.2 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
3055.655 kPa
|
Test Temperature (Specimen 1)
|
22.0 C
|
(G*) x sin(δ)=
|
2130 kPa
|