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Sample Record for 2024-09-18-70

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Project Information

Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3,263-48.5/49.7 - 49.41
Work Description: Roadway Rehabilitation
Location Description: 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41
Contractor Name: Myers-Shea JV
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Austin Henry Structure Rep.: Nicolas Jimenez

Sample Information

DIME Sample ID: 2024-09-18-70
TL Number from the TL Form: 851384
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Production Start-Up
Type of Material: Asphalt Binder
Sample Taken Date: 09/18/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/25/2024
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: Asphalt Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Fawndale

Material Information

Performance Grade: PG 58-34 M
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: JF SHEA FAWNDALE
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: Yes
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2024-09-18-70-1
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: 09/26/2024
Date Tested: 09/26/2024
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: OG
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 0.259 kPa
Phase Angle (δ) (for the 10 cycles) 65.8 degree
Complex Modulus (G*) (for the 10 measurements) 2.151 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.36 kPa

Test 2 of 4

DIME Test ID: 2024-09-18-70-2
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: 09/26/2024
Date Tested: 09/26/2024
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 0.604 kPa
Phase Angle (δ) (for the 10 cycles) 59.4 degree
Complex Modulus (G*) (for the 10 measurements) 6.007 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 6.98 kPa

Test 3 of 4

DIME Test ID: 2024-09-18-70-3
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 09/26/2024
Date Tested: 09/26/2024
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) 5.0 cm
% Elongation Recovery 75 %

Test 4 of 4

DIME Test ID: 2024-09-18-70-4
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: 09/26/2024
Date Tested: 09/26/2024
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 +6C
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 0.604 kPa
Phase Angle (δ) (for the 10 cycles) 59.4 degree
Complex Modulus (G*) (for the 10 measurements) 6.007 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 6.98 kPa
Stress Amplitude 2 0.346 kPa
Phase Angle 2 (δ) (for the 10 cycles) 60.6 degree
Complex Modulus 2 (G*) (for the 10 measurements) 3.438 kPa
Test Temperature (Specimen 2) 64.0 C
Dynamic Shear 2, G*/sin(δ) 3.95 kPa
Delta at 2.2 kpa 61.3 degree