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Sample Record for 2023-07-13-34

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 215744 DEA: 033H93U4 EFIS: 0321000091 QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB,BUT-70-25.5/25.8,0.0/3.8
Work Description: WIDEN ROADWAY & SHOULDER, ADD TURN LANES & CONSTRUCT BRIDGE.
Location Description: YUBA AND BUTTE COUNTIES ABOUT 11 MILES NORTH OF MARYSVILLE FROM 0.8 MILE NORTH OF CHANDLER ROAD TO 0.2 MILE SOUTH OF EAST GRIDLEY ROAD
Contractor Name: Teichert Construction & MCM JV
Contractor Address: 4401 Duluth Ave, Rocklin, CA 95766
Resident Engineer: Anthony Granados Structure Rep.: Matt Crete

Sample Information

DIME Sample ID: 2023-07-13-34
TL Number from the TL Form: 803109
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: 07/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/18/2023
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG 64-16 Valero
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood

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): 5

Test Results

Test 1 of 5

DIME Test ID: 2023-07-13-34-1
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: 08/01/2023
Date Tested: 07/27/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
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 0.154 kPa
Phase Angle (δ) (for the 10 cycles) 85.5 degree
Complex Modulus (G*) (for the 10 measurements) 1.276 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.28 kPa

Test 2 of 5

DIME Test ID: 2023-07-13-34-2
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: 08/01/2023
Date Tested: 07/27/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
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 0.387 kPa
Phase Angle (δ) (for the 10 cycles) 80.1 degree
Complex Modulus (G*) (for the 10 measurements) 3.855 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.91 kPa

Test 3 of 5

DIME Test ID: 2023-07-13-34-3
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: 08/01/2023
Date Tested: 08/01/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
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 25.006 kPa
Phase Angle (δ) (for the 10 cycles) 50.0 degree
Complex Modulus (G*) (for the 10 measurements) 2488.120 kPa
Test Temperature (Specimen 1) 28.0 C
(G*) x sin(δ)= 1906 kPa

Test 4 of 5

DIME Test ID: 2023-07-13-34-4
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 08/01/2023
Date Tested: 08/01/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: BBR
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -6.0 C
Maximum test bath temperature at 240 s -6.0 C
Time of test load application no data HH:MM:SS
File name of test data no data
Time beam in bath no data
Time test started no data HH:MM:SS
Flags issued by software during test no data
Correlation coefficient (R²) 0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 0.0 mN
Deflection at time 0.0 s 0.000 µm
Load at time 0.5 s 0.0 mN
Deflection at time 0.5 s 0.000 µm
Load at 60.0 s 0.0 mN
Beam deflection 60.0 s 0.000 µm
Measured Stiffness Modulus 60.0 s 50.000 mPa
Estimated Stiffness Modulus 60.0 s 50.000 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.422

Test 5 of 5

DIME Test ID: 2023-07-13-34-5
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 08/01/2023
Date Tested: 07/27/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
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