Sample Record for 2020-08-27-25
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: 2020-08-27-25
TL Number from the TL Form: 082720-2
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 08/27/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/28/2020
The quantity of what the sample constitutes: 1 can
A brief description of the sample: received 4cans of Multigrade PG64-10/16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western Refining Company- Mojave, CA
Material Information
Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier:
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
Test Results
Test 1 of 7
DIME Test ID: 2020-08-27-25-1
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)
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
This test has been superseded on 10/12/2020.
Reason: retested
Test 2 of 7
DIME Test ID: 2020-08-27-25-2
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 10/12/2020
Date Tested: 10/06/2020
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 a normal test obtainable?
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Yes
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Number of replicates tested
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One
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Ductility of test #1 (D1)
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75 cm
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Ductility of sample
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75 cm
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Test 3 of 7
DIME Test ID: 2020-08-27-25-3
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: 10/05/2020
Date Tested: 10/05/2020
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:
|
Phase
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Original binder
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|
Test Plate Diameter
|
25 mm
|
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Test Gap
|
1 mm
|
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Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
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0.156 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
89.3 degree
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Complex Modulus (G*) (for the 10 measurements)
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1.298 kPa
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Test Temperature (Specimen 1)
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64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.30 kPa
|
Test 4 of 7
DIME Test ID: 2020-08-27-25-4
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: 10/07/2020
Date Tested: 10/07/2020
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:
|
Phase
|
PAV residue
|
|
Test Plate Diameter
|
8 mm
|
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Test Gap
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2 mm
|
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Test Frequency
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10.0 rad/s
|
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Strain Amplitude
|
1.00 %
|
|
Stress Amplitude
|
58.891 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
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60.0 degree
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|
Complex Modulus (G*) (for the 10 measurements)
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5488.852 kPa
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|
Test Temperature (Specimen 1)
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28.0 C
|
|
(G*) x sin(δ)=
|
4753 kPa
|
Test 5 of 7
DIME Test ID: 2020-08-27-25-5
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: 10/05/2020
Date Tested: 10/05/2020
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:
|
Phase
|
RTFO residue
|
|
Test Plate Diameter
|
25 mm
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
10.00 %
|
|
Stress Amplitude
|
0.228 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
88.5 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.284 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
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2.28 kPa
|
Test 6 of 7
DIME Test ID: 2020-08-27-25-6
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: 10/12/2020
Date Tested: 10/08/2020
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:
|
Minimum test bath temperature at 240 s
|
no data
|
|
Maximum test bath temperature at 240 s
|
no data
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Time of test load application
|
no data HH:MM:SS
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|
File name of test data
|
no data
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Time beam in bath
|
no data
|
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Time test started
|
no data HH:MM:SS
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|
Flags issued by software during test
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no data
|
|
Correlation coefficient (R²)
|
no data0
|
|
Regression coefficient a
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no data
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Regression coefficient b
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no data
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Regression coefficient c
|
no data
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Load at time 0.0
|
no data0 mN
|
|
Deflection at time 0.0 s
|
no data0 µm
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Load at time 0.5 s
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no data0 mN
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Deflection at time 0.5 s
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no data0 µm
|
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Load at 60.0 s
|
no data0 mN
|
|
Beam deflection 60.0 s
|
no data0 µm
|
|
Measured Stiffness Modulus 60.0 s
|
182 mPa
|
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Estimated Stiffness Modulus 60.0 s
|
no data
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
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0.376
|
Test 7 of 7
DIME Test ID: 2020-08-27-25-7
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: 10/12/2020
Date Tested: 10/05/2020
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?
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One
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|
Any material loss from containers during heating process/testing?
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No
|
|
Mass of empty container #1
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no data0 grams
|
|
Mass of container #1 before test (m1i)
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213.21 grams
|
|
Mass of container #1 after test (m1f)
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213.23 grams
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Average mass change
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0.056 percent
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