Sample Record for 2020-11-02-16
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: 2020-11-02-16
TL Number from the TL Form: 20-270
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: 11/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 11/11/2020
The quantity of what the sample constitutes: 1 can
A brief description of the sample: received 1 can of PG 58-34M
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Holly Frontier Glendale
Material Information
Performance Grade: PG 58-34 M
Modified: Yes
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: 2020-11-02-16-1
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: 11/19/2020
Date Tested: 11/13/2020
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: as per 2018 standard specs
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
|
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Mass of empty container #1
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166.882 grams
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Mass of container #1 before test (m1i)
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201.922 grams
|
|
Mass of container #1 after test (m1f)
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201.715 grams
|
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Average mass change
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-0.591 percent
|
Test 2 of 7
DIME Test ID: 2020-11-02-16-2
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 11/19/2020
Date Tested: 11/13/2020
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: as per 2018 standard specs
Test Result Compliance: complies
Additional Comments When Verified:
|
Final Reading from the testing machine (X)
|
2 cm
|
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% Elongation Recovery
|
90 %
|
Test 3 of 7
DIME Test ID: 2020-11-02-16-3
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: 11/13/2020
Date Tested: 11/13/2020
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 Standards and Specifications
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
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Original binder
|
|
Test Plate Diameter
|
25 mm
|
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Test Gap
|
1 mm
|
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Test Frequency
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10.0 rad/s
|
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Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.140 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
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64.5 degree
|
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Complex Modulus (G*) (for the 10 measurements)
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1.165 kPa
|
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Test Temperature (Specimen 1)
|
58.0 C
|
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Dynamic Shear, G*/sin(δ)
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1.29 kPa
|
Test 4 of 7
DIME Test ID: 2020-11-02-16-4
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: 11/13/2020
Date Tested: 11/13/2020
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 Standards and 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
|
0.253 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
61.0 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
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2.528 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.89 kPa
|
Test 5 of 7
DIME Test ID: 2020-11-02-16-5
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)
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 11/18/2020.
Reason: retested
Test 6 of 7
DIME Test ID: 2020-11-02-16-6
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: 11/20/2020
Date Tested: 11/19/2020
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 Standards and 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
|
|
Time of test load application
|
no data HH:MM:SS
|
|
File name of test data
|
no data
|
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Time beam in bath
|
no data
|
|
Time test started
|
no data HH:MM:SS
|
|
Flags issued by software during test
|
no data
|
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Correlation coefficient (R²)
|
0
|
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Regression coefficient a
|
no data
|
|
Regression coefficient b
|
no data
|
|
Regression coefficient c
|
no data
|
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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
|
0.0 mN
|
|
Beam deflection 60.0 s
|
0.000 µm
|
|
Measured Stiffness Modulus 60.0 s
|
183.000 mPa
|
|
Estimated Stiffness Modulus 60.0 s
|
no data
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.352
|
Test 7 of 7
DIME Test ID: 2020-11-02-16-7
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: 11/18/2020
Date Tested: 11/18/2020
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 Standards and Specifications
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
PAV residue
|
|
Test Plate Diameter
|
8 mm
|
|
Test Gap
|
no data
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
1.00 %
|
|
Stress Amplitude
|
25.539 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
49.3 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2553.547 kPa
|
|
Test Temperature (Specimen 1)
|
16.0 C
|
|
(G*) x sin(δ)=
|
1936 kPa
|
