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Sample Record for 2024-07-23-105

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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: 2024-07-23-105
TL Number from the TL Form: 2024-07-23-92
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: 07/23/2024
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 2, split sample
A brief description of the sample: Tank 5K1
From where was the sample collected: Manufacturer
Laboratory sample identification: 240723-7622M-02
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Coolidge, AZ

Material Information

Performance Grade: PG 76-22 M
Modified: Yes
Lot number:
Sublot number:
Tank number: 5K1
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Western Emulsions Incorporated - Coolidge AZ
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2024-07-23-105-1
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: 08/12/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Original
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.169 kPa
Phase Angle (δ) (for the 10 cycles) 65.3 degree
Complex Modulus (G*) (for the 10 measurements) 1.404 kPa
Test Temperature (Specimen 1) 76.0 C
Dynamic Shear, G*/sin(δ) 1.55 kPa

Test 2 of 5

DIME Test ID: 2024-07-23-105-2
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: 08/12/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: RTFO +6 C
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue two specimens
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.313 kPa
Phase Angle (δ) (for the 10 cycles) 60.2 degree
Complex Modulus (G*) (for the 10 measurements) 3.110 kPa
Test Temperature (Specimen 1) 76.0 C
Dynamic Shear, G*/sin(δ) 3.58 kPa
Stress Amplitude 2 0.188 kPa
Phase Angle 2 (δ) (for the 10 cycles) 61.3 degree
Complex Modulus 2 (G*) (for the 10 measurements) 1.875 kPa
Test Temperature (Specimen 2) 82.0 C
Dynamic Shear 2, G*/sin(δ) 2.14 kPa
Delta at 2.2 kpa 61.3 degree

Test 3 of 5

DIME Test ID: 2024-07-23-105-3
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: 08/13/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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 36.887 kPa
Phase Angle (δ) (for the 10 cycles) 42.3 degree
Complex Modulus (G*) (for the 10 measurements) 3670.179 kPa
Test Temperature (Specimen 1) 31.0 C
(G*) x sin(δ)= 2470 kPa

Test 4 of 5

DIME Test ID: 2024-07-23-105-5
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: 08/12/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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 0.313 kPa
Phase Angle (δ) (for the 10 cycles) 60.2 degree
Complex Modulus (G*) (for the 10 measurements) 3.110 kPa
Test Temperature (Specimen 1) 76.0 C
Dynamic Shear, G*/sin(δ) 3.58 kPa

Test 5 of 5

DIME Test ID: 2024-07-23-105-6
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 08/14/2024
Date Tested: 08/13/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: er
Test Result Compliance: complies
Additional Comments When Verified:
Final Reading from the testing machine (X) 3.0 cm
% Elongation Recovery 85 %