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Sample Record for 2020-11-05-19

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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: 2020-11-05-19
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: 11/05/2020
Date that the sample was received by the laboratory/organization performing the testing: 12/09/2020
The quantity of what the sample constitutes: 1 can
A brief description of the sample: Asphalt Binder
From where was the sample collected: Manufacturer
Laboratory sample identification: 5834M-0385
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero Benicia

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier:
Multigrade:
Multigrade Type:

Test Results

Test 1 of 6

DIME Test ID: 2020-11-05-19-1
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: 12/21/2020
Date Tested: 12/16/2020
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: as per 2018 Standard specs
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 #1 159.932 grams
Mass of container #1 before test (m1i) 195.300 grams
Mass of container #1 after test (m1f) 195.052 grams
Average mass change -0.701 percent

Test 2 of 6

DIME Test ID: 2020-11-05-19-2
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 12/21/2020
Date Tested: 12/16/2020
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: as per 2018 Standard specs
Additional Comments When Verified:
Final Reading from the testing machine (X) 4 cm
% Elongation Recovery 80 %

Test 3 of 6

DIME Test ID: 2020-11-05-19-3
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: 12/16/2020
Date Tested: 12/16/2020
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 Cal Trans 2018 Standards and Specifications
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 0.602 kPa
Phase Angle (δ) (for the 10 cycles) 58.8 degree
Complex Modulus (G*) (for the 10 measurements) 6.023 kPa
Test Temperature 58.0 C
Dynamic Shear, G*/sin(δ) 7.04 kPa

Test 4 of 6

DIME Test ID: 2020-11-05-19-4
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: 12/16/2020
Date Tested: 12/16/2020
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 Cal Trans 2018 Standards and Specifications
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 0.270 kPa
Phase Angle (δ) (for the 10 cycles) 66.3 degree
Complex Modulus (G*) (for the 10 measurements) 2.246 kPa
Test Temperature 58.0 C
Dynamic Shear, G*/sin(δ) 2.45 kPa

Test 5 of 6

DIME Test ID: 2020-11-05-19-5
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: 12/21/2020
Date Tested: 12/17/2020
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 Gap 2 mm
Test Frequency 10.0 rad/s
Strain Amplitude 1.00 %
Stress Amplitude 28.348 kPa
Phase Angle (δ) (for the 10 cycles) 39.9 degree
Complex Modulus (G*) (for the 10 measurements) 2834.804 kPa
Test Temperature 16.0 C
(G*) x sin(δ)= 1818 kPa

Test 6 of 6

DIME Test ID: 2020-11-05-19-8
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: 12/16/2020
Date Tested: 12/16/2020
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 Cal Trans 2018 Standards and Specifications
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
Test Gap no data
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.270 kPa
Phase Angle (δ) (for the 10 cycles) 66.3 degree
Complex Modulus (G*) (for the 10 measurements) 2.246 kPa
Test Temperature 58.0 C
Dynamic Shear, G*/sin(δ) 2.45 kPa

Tests Assigned to this Sample

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