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Sample Record for 2020-09-28-39

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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: 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:

Test Results

Test 1 of 6

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 Blvd,
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
Additional Comments When Verified:
Is mass change based on one or two containers? One
Any material loss from containers during heating process/testing? No
Mass of empty container #1 172.830 grams
Mass of container #1 before test (m1i) 208.400 grams
Mass of container #1 after test (m1f) 208.330 grams
Average mass change -0.197 percent

Test 2 of 6

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 Blvd,
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
Additional Comments When Verified:
Final Reading from the testing machine (X) 3 cm
% Elongation Recovery 85 %

Test 3 of 6

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 Blvd,
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
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
Test Temperature 64.0 C
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.224 kPa
Complex Modulus (G*) (for the 10 measurements) 1.864 kPa
Phase Angle (δ) (for the 10 cycles) 71.7 degree
Dynamic Shear, G*/sin(δ) 1.96 kPa

Test 4 of 6

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 Blvd,
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
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Test Temperature 64.0 C
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.474 kPa
Complex Modulus (G*) (for the 10 measurements) 4.744 kPa
Phase Angle (δ) (for the 10 cycles) 64.2 degree
Dynamic Shear, G*/sin(δ) 5.27 kPa

Test 5 of 6

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 Blvd,
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
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Test Temperature 22.0 C
Test Frequency 10.0 rad/s
Strain Amplitude 1.00 %
Stress Amplitude 30.330 kPa
Complex Modulus (G*) (for the 10 measurements) 3033.082 kPa
Phase Angle (δ) (for the 10 cycles) 47.1 degree
(G*) x sin(δ)= 2222 kPa

Test 6 of 6

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 Blvd,
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
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
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 0.0 mN
Beam deflection 60.0 s 0.000 µm
Measured Stiffness Modulus 60.0 s 152.000 mPa
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.319

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.