Sample Record for 2020-09-28-39
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213826 DEA: 023H1704 EFIS: 0217000066
QA Service Level: 1
DIST-CO-RTE-PM: 02-MOD-299-Var
Work Description: COLD IN-PLACE RECYCLING COVERED WITH HMA, GUARDRAIL, STRIPING.
Location Description: MODOC COUNTY IN AND NEAR ALTURAS AT VARIOUS LOCATIONS FROM 0.3 MILE EAST OF ROCK CREEK BRIDGE TO PATTERSON STREET
Contractor Name: EAGLE PEAK ROCK & PAVING INC
Contractor Address: P.O. BOX 879, ALTURAS, CA 96101
Resident Engineer: Mike Zdenek Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-09-28-39
TL Number from the TL Form: 002581
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 09/28/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/02/2020
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: AB #1 Test
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Albina
Material Information
Performance Grade: PG 64-28 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 8
DIME Test ID: 2020-09-28-39-1
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: 10/07/2020
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:
|
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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172.830 grams
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Mass of container #1 before test (m1i)
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208.400 grams
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Mass of container #1 after test (m1f)
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208.330 grams
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Average mass change
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-0.197 percent
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Test 2 of 8
DIME Test ID: 2020-09-28-39-2
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 10/08/2020
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 specs
Test Result Compliance: complies
Additional Comments When Verified:
|
Final Reading from the testing machine (X)
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3 cm
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% Elongation Recovery
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85 %
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Test 3 of 8
DIME Test ID: 2020-09-28-39-3
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: 10/06/2020
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:
|
Phase
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Original binder
|
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Test Plate Diameter
|
25 mm
|
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Test Gap
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1 mm
|
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Test Frequency
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10.0 rad/s
|
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Strain Amplitude
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12.00 %
|
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Stress Amplitude
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0.224 kPa
|
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Phase Angle (δ) (for the 10 cycles)
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71.7 degree
|
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Complex Modulus (G*) (for the 10 measurements)
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1.864 kPa
|
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Test Temperature (Specimen 1)
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64.0 C
|
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Dynamic Shear, G*/sin(δ)
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1.96 kPa
|
Test 4 of 8
DIME Test ID: 2020-09-28-39-4
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
|
RTFO residue
|
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Test Plate Diameter
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25 mm
|
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Test Gap
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1 mm
|
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Test Frequency
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10.0 rad/s
|
|
Strain Amplitude
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10.00 %
|
|
Stress Amplitude
|
0.474 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
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64.2 degree
|
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Complex Modulus (G*) (for the 10 measurements)
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4.744 kPa
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Test Temperature (Specimen 1)
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64.0 C
|
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Dynamic Shear, G*/sin(δ)
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5.27 kPa
|
Test 5 of 8
DIME Test ID: 2020-09-28-39-5
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 10/21/2020.
Reason: retested
Test 6 of 8
DIME Test ID: 2020-09-28-39-6
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
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 10/21/2020.
Reason: retested
Test 7 of 8
DIME Test ID: 2020-09-28-39-7
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: 10/21/2020
Date Tested: 10/09/2020
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
|
|
Test Gap
|
2 mm
|
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Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
1.00 %
|
|
Stress Amplitude
|
30.330 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
47.1 degree
|
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Complex Modulus (G*) (for the 10 measurements)
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3033.082 kPa
|
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Test Temperature (Specimen 1)
|
22.0 C
|
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(G*) x sin(δ)=
|
2222 kPa
|
Test 8 of 8
DIME Test ID: 2020-09-28-39-8
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: 10/21/2020
Date Tested: 10/15/2020
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
|
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Maximum test bath temperature at 240 s
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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
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no data
|
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Time test started
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no data HH:MM:SS
|
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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
|
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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
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0.0 mN
|
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Deflection at time 0.0 s
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0.000 µm
|
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Load at time 0.5 s
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0.0 mN
|
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Deflection at time 0.5 s
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0.000 µm
|
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Load at 60.0 s
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0.0 mN
|
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Beam deflection 60.0 s
|
0.000 µm
|
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Measured Stiffness Modulus 60.0 s
|
152.000 mPa
|
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Estimated Stiffness Modulus 60.0 s
|
no data
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
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Estimated m-value 60.0 s
|
0.319
|
