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Sample Record for 2023-07-19-24

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Project Information

Project ID: 994751 DEA: 010C5004 EFIS: 0112000292 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-36-11.3/34.6
Work Description: Project Name: Bridge Rail Replacement - 3 Bridges
Location Description: Hely Creek, Little Larabee Creek and Butte Creek Bridge.
Contractor Name: Mercer-Fraser Company
Contractor Address: 200 Dinsmore Dr, Fortuna, CA 95540
Resident Engineer: Joaquin Rodriguez Structure Rep.: Shantanu Nalawade

Sample Information

DIME Sample ID: 2023-07-19-24
TL Number from the TL Form: 719341
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 07/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/21/2023
The quantity of what the sample constitutes: 1 can
A brief description of the sample: PG 58-22
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia, CA

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Mercer Fraser Fortuna Plant
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2023-07-19-24-1
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: 07/27/2023
Date Tested: 07/26/2023
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 0.177 kPa
Phase Angle (δ) (for the 10 cycles) 84.8 degree
Complex Modulus (G*) (for the 10 measurements) 1.466 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.47 kPa

Test 2 of 4

DIME Test ID: 2023-07-19-24-2
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: 07/27/2023
Date Tested: 07/26/2023
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 0.444 kPa
Phase Angle (δ) (for the 10 cycles) 79.0 degree
Complex Modulus (G*) (for the 10 measurements) 4.423 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 4.51 kPa

Test 3 of 4

DIME Test ID: 2023-07-19-24-3
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: 07/27/2023
Date Tested: 07/27/2023
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 34.507 kPa
Phase Angle (δ) (for the 10 cycles) 47.2 degree
Complex Modulus (G*) (for the 10 measurements) 3433.384 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 2519 kPa

Test 4 of 4

DIME Test ID: 2023-07-19-24-5
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 07/27/2023
Date Tested: 07/26/2023
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: 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