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Sample Record for 2021-04-05-27

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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: 2021-04-05-27
TL Number from the TL Form:
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: 04/05/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/05/2021
The quantity of what the sample constitutes: 2 of 2 split sample
A brief description of the sample: Asphalt Binder PG 76-22M
From where was the sample collected: Manufacturer
Laboratory sample identification: 7622M-040521
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero Pittsburg

Material Information

Performance Grade: PG 76-22 M
Modified: Yes
Lot number:
Sublot number:
Tank number: 5001
Time of sample: 8:00 AM
HMA Supplier:
Asphalt Binder Supplier: Valero-NuStar PAT - Pittsburg CA
Multigrade: No

Test Results

Test 1 of 7

DIME Test ID: 2021-04-05-27-1
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: 05/21/2021
Date Tested: 05/05/2021
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 standard specifications
Additional Comments When Verified:
Is mass change based on one or two containers? Two
Any material loss from containers during heating process/testing? no data
Mass of empty container #1 159.989 grams
Mass of empty container #2 166.534 grams
Mass of container #1 before test (m1i) 195.095 grams
Mass of container #2 before test (m2i) 201.756 grams
Mass of container #1 after test (m1f) 194.926 grams
Mass of container #2 after test (m2f) 201.587 grams
Average mass change -0.481 percent

Test 2 of 7

DIME Test ID: 2021-04-05-27-2
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 05/21/2021
Date Tested: 05/06/2021
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 standard specifications
Additional Comments When Verified:
Final Reading from the testing machine (X) 3 cm
% Elongation Recovery 85 %

Test 3 of 7

DIME Test ID: 2021-04-05-27-3
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: 05/21/2021
Date Tested: 05/12/2021
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: Original
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.145 kPa
Phase Angle (δ) (for the 10 cycles) 74.5 degree
Complex Modulus (G*) (for the 10 measurements) 1.208 kPa
Test Temperature 76.0 C
Dynamic Shear, G*/sin(δ) 1.25 kPa

Test 4 of 7

DIME Test ID: 2021-04-05-27-4
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: 05/21/2021
Date Tested: 05/12/2021
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: RTFO
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 0.259 kPa
Phase Angle (δ) (for the 10 cycles) 67.5 degree
Complex Modulus (G*) (for the 10 measurements) 2.595 kPa
Test Temperature 76.0 C
Dynamic Shear, G*/sin(δ) 2.81 kPa

Test 5 of 7

DIME Test ID: 2021-04-05-27-5
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: 05/21/2021
Date Tested: 05/12/2021
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: Estimated Delta G/Sin* at 2.2 kPa is 69.2.
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 0.149 kPa
Phase Angle (δ) (for the 10 cycles) 70.9 degree
Complex Modulus (G*) (for the 10 measurements) 1.493 kPa
Test Temperature 82.0 C
Dynamic Shear, G*/sin(δ) 1.58 kPa

Test 6 of 7

DIME Test ID: 2021-04-05-27-6
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: 05/21/2021
Date Tested: 05/12/2021
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: PAV
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Test Gap 2 mm
Test Frequency 10.0 rad/s
Strain Amplitude 1.00 %
Stress Amplitude 19.459 kPa
Phase Angle (δ) (for the 10 cycles) 47.6 degree
Complex Modulus (G*) (for the 10 measurements) 1945.968 kPa
Test Temperature 31.0 C
(G*) x sin(δ)= 1437 kPa

Test 7 of 7

DIME Test ID: 2021-04-05-27-7
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: 05/21/2021
Date Tested: 05/12/2021
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: as per 2018 standard specs
Additional Comments When Verified:
Minimum test bath temperature at 240 s -12.0 C
Maximum test bath temperature at 240 s -12.0 C
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 997.0 mN
Beam deflection 60.0 s 0.694 µm
Measured Stiffness Modulus 60.0 s 116.000 mPa
Estimated Stiffness Modulus 60.0 s 116.000 mPa
Difference between stiffness moduli 60.0 s 0.00 %
Estimated m-value 60.0 s 0.332

Tests Assigned to this Sample

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