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Sample Record for 2024-06-11-120

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

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: 2024-06-11-120
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: 06/11/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/07/2024
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: Tank 37
From where was the sample collected: Manufacturer
Laboratory sample identification: 37-061124
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fontana CA

Material Information

Performance Grade: PG 70-10
Modified: No
Lot number:
Sublot number:
Tank number: Tank 37
Time of sample: 10 AM
HMA Supplier:
Certified Asphalt Supplier: Advantage Sealing Systems - Fontana CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2024-06-11-120-1
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/14/2024
Date Tested: 08/08/2024
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: original#1
Test Result Compliance: does not comply
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.099 kPa
Phase Angle (δ) (for the 10 cycles) 87.8 degree
Complex Modulus (G*) (for the 10 measurements) 0.820 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 0.82 kPa

Test 2 of 5

DIME Test ID: 2024-06-11-120-2
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/14/2024
Date Tested: 08/13/2024
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: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.237 kPa
Phase Angle (δ) (for the 10 cycles) 84.6 degree
Complex Modulus (G*) (for the 10 measurements) 2.359 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 2.37 kPa

Test 3 of 5

DIME Test ID: 2024-06-11-120-3
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/14/2024
Date Tested: 08/14/2024
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: PAV
Test Result Compliance: complies
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 40.370 kPa
Phase Angle (δ) (for the 10 cycles) 44.5 degree
Complex Modulus (G*) (for the 10 measurements) 4,016.724 kPa
Test Temperature (Specimen 1) 34.0 C
(G*) x sin(δ)= 2815 kPa

Test 4 of 5

DIME Test ID: 2024-06-11-120-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 08/14/2024
Date Tested: 08/14/2024
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: DUCT
Test Result Compliance: complies
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested One
Ductility of test #1 (D1) 150 cm
Ductility of sample 150 cm

Test 5 of 5

DIME Test ID: 2024-06-11-120-5
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/14/2024
Date Tested: 08/08/2024
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: original#2
Test Result Compliance: does not comply
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.099 kPa
Phase Angle (δ) (for the 10 cycles) 87.8 degree
Complex Modulus (G*) (for the 10 measurements) 0.825 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 0.83 kPa