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Sample Record for 2020-09-30-13

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Project Information

Project ID: 214731 DEA: 051M0004 EFIS: 0519000047 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-101-16.5/R21.5
Work Description: COLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY.
Location Description: SAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE
Contractor Name: PAPICH CONSTRUCTION CO. INC.
Contractor Address: 398 SUNRISE TERRACE, ARROYO GRANDE, CA 93425
Resident Engineer: Lilian Bennetzen Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-09-30-13
TL Number from the TL Form: 200930E
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: 09/30/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/06/2020
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: #25 Test, #24(200929E), #26(201001E) No Test
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CalPortland Garey Plant

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:

Test Results

Test 1 of 6

DIME Test ID: 2020-09-30-13-1
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: 10/21/2020
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 #1 179.440 grams
Mass of container #1 before test (m1i) 213.970 grams
Mass of container #1 after test (m1f) 213.950 grams
Average mass change -0.058 percent

Test 2 of 6

DIME Test ID: 2020-09-30-13-2
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 10/21/2020
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:
Is a normal test obtainable? Yes
Number of replicates tested One
Ductility of test #1 (D1) 75 cm
Ductility of sample 75 cm

Test 3 of 6

DIME Test ID: 2020-09-30-13-3
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 0.169 kPa
Complex Modulus (G*) (for the 10 measurements) 1.412 kPa
Phase Angle (δ) (for the 10 cycles) 89.3 degree
Dynamic Shear, G*/sin(δ) 1.41 kPa

Test 4 of 6

DIME Test ID: 2020-09-30-13-4
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 0.240 kPa
Complex Modulus (G*) (for the 10 measurements) 2.403 kPa
Phase Angle (δ) (for the 10 cycles) 88.4 degree
Dynamic Shear, G*/sin(δ) 2.40 kPa

Test 5 of 6

DIME Test ID: 2020-09-30-13-5
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: 10/21/2020
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 28.0 C
Test Frequency 10.0 rad/s
Strain Amplitude 1.00 %
Stress Amplitude 50.291 kPa
Complex Modulus (G*) (for the 10 measurements) 5028.503 kPa
Phase Angle (δ) (for the 10 cycles) 58.7 degree
(G*) x sin(δ)= 4297 kPa

Test 6 of 6

DIME Test ID: 2020-09-30-13-7
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: 10/21/2020
Date Tested: 10/14/2020
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 180.000 mPa
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.377

Tests Assigned to this Sample

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