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Sample Record for 2024-07-16-67

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Project Information

Project ID: 995029 DEA: 010K3104 EFIS: 0120000062 QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-30.8/R33.8
Work Description: Calpella Cable Median Barrier
Location Description: MENDOCINO COUNTY NEAR UKIAH FROM ROUTE 101/20 SEPARATION TO 0.1 MILE SOUTH OF UVA DRIVE/NORTH STATE STREET
Contractor Name: MERCER FRASER COMPANY
Contractor Address: Unknown
Resident Engineer: Daniel Kraft Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-07-16-67
TL Number from the TL Form: 802713
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: 07/16/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/23/2024
The quantity of what the sample constitutes: 1 can binder
A brief description of the sample: 1 can PG 64-16 binder
From where was the sample collected: Source
Laboratory sample identification: 24-123
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Bodean - Santa Rosa

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
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: 2024-07-16-67-1
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: 07/30/2024
Date Tested: 07/24/2024
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 0.151 kPa
Phase Angle (δ) (for the 10 cycles) 85.7 degree
Complex Modulus (G*) (for the 10 measurements) 1.252 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.26 kPa

Test 2 of 4

DIME Test ID: 2024-07-16-67-2
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: 07/30/2024
Date Tested: 07/24/2024
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 0.369 kPa
Phase Angle (δ) (for the 10 cycles) 80.2 degree
Complex Modulus (G*) (for the 10 measurements) 3.667 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.72 kPa

Test 3 of 4

DIME Test ID: 2024-07-16-67-3
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: 07/30/2024
Date Tested: 07/26/2024
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: 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 23.812 kPa
Phase Angle (δ) (for the 10 cycles) 49.6 degree
Complex Modulus (G*) (for the 10 measurements) 2369.249 kPa
Test Temperature (Specimen 1) 28.0 C
(G*) x sin(δ)= 1804 kPa

Test 4 of 4

DIME Test ID: 2024-07-16-67-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 07/30/2024
Date Tested: 07/29/2024
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: 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