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Sample Record for 2024-08-05-83

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Project Information

Project ID: 995125 DEA: 101E3004 EFIS: 1018000273 QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-5-32.5/49.8
Work Description: REMOVE EXISTING PAVEMENT AND REPLACE WITH CONCRETE PAVEMENT.
Location Description: SAN JOAQUIN COUNTY IN AND NEAR STOCKTON FROM 0.2 MILE SOUTH OF HAMMER LANE UNDERCROSSING TO SACRAMENTO COUNTY LINE
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: 1450 Civic Court, Building B #400, Concord, CA 95351
Resident Engineer: Ariel Mendoza Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-08-05-83
TL Number from the TL Form: C042335
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: 08/05/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/19/2024
The quantity of what the sample constitutes: 1 CAN PG 64-16
A brief description of the sample: 3/4 Type A HMA W/22%RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: I-5 PAVING
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Vernalis

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 2
Sublot number: 1
Tank number: 18
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton 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: 2024-08-05-83-1
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: 08/28/2024
Date Tested: 08/23/2024
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: ORG
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 0.153 kPa
Phase Angle (δ) (for the 10 cycles) 87.2 degree
Complex Modulus (G*) (for the 10 measurements) 1.269 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.27 kPa

Test 2 of 4

DIME Test ID: 2024-08-05-83-2
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: 08/28/2024
Date Tested: 08/23/2024
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 0.315 kPa
Phase Angle (δ) (for the 10 cycles) 83.9 degree
Complex Modulus (G*) (for the 10 measurements) 3.132 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.15 kPa

Test 3 of 4

DIME Test ID: 2024-08-05-83-3
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: 08/28/2024
Date Tested: 08/27/2024
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 34.242 kPa
Phase Angle (δ) (for the 10 cycles) 48.3 degree
Complex Modulus (G*) (for the 10 measurements) 3407.017 kPa
Test Temperature (Specimen 1) 28.0 C
(G*) x sin(δ)= 2544 kPa

Test 4 of 4

DIME Test ID: 2024-08-05-83-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 08/28/2024
Date Tested: 08/28/2024
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