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Sample Record for 2023-08-31-42

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

Project Information

Project ID: 993589 DEA: 100T6804 EFIS: 1017000005 QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-5,165,152,33-Var
Work Description: SHOULDER AND RAMP WIDENING, COLD PLANE, HMA PAVING AND DIKES.
Location Description: MERCED COUNTY AT ROUTE 5/165 SEPARATION AND AT ROUTE 152/33 SEPARATION
Contractor Name: Granite Rock Company - Greg Oliveira
Contractor Address: 2280 Bates Avenue, Suite #200, Concord, CA 94520
Resident Engineer: Harminder Deol (Ryan Wilson) Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-31-42
TL Number from the TL Form: 749403
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: 08/31/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/07/2023
The quantity of what the sample constitutes: 2 of 2
A brief description of the sample: TEST Asphalt Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Vernalis

Material Information

Performance Grade: PG 70-10
Modified: No
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: Teichert Vernalis Plant
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: Yes
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-08-31-42-1
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: 09/13/2023
Date Tested: 09/11/2023
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: does not comply
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.117 kPa
Phase Angle (δ) (for the 10 cycles) 87.4 degree
Complex Modulus (G*) (for the 10 measurements) 0.969 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 0.97 kPa

Test 2 of 6

DIME Test ID: 2023-08-31-42-2
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: 09/13/2023
Date Tested: 09/11/2023
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 0.263 kPa
Phase Angle (δ) (for the 10 cycles) 83.7 degree
Complex Modulus (G*) (for the 10 measurements) 2.619 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 2.63 kPa

Test 3 of 6

DIME Test ID: 2023-08-31-42-3
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: 09/13/2023
Date Tested: 09/12/2023
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 37.036 kPa
Phase Angle (δ) (for the 10 cycles) 44.5 degree
Complex Modulus (G*) (for the 10 measurements) 3685.021 kPa
Test Temperature (Specimen 1) 34.0 C
(G*) x sin(δ)= 2583 kPa

Test 4 of 6

DIME Test ID: 2023-08-31-42-4
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: 09/13/2023
Date Tested: 09/12/2023
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: BBR
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s no data0 C
Maximum test bath temperature at 240 s no data0 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) no data0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 no data0 mN
Deflection at time 0.0 s no data0 µm
Load at time 0.5 s no data0 mN
Deflection at time 0.5 s no data0 µm
Load at 60.0 s no data0 mN
Beam deflection 60.0 s no data0 µm
Measured Stiffness Modulus 60.0 s 67.4 MPa
Estimated Stiffness Modulus 60.0 s 67.5 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.36

Test 5 of 6

DIME Test ID: 2023-08-31-42-5
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 09/13/2023
Date Tested: 09/11/2023
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) 100 cm
Ductility of sample 100 cm

Test 6 of 6

DIME Test ID: 2023-08-31-42-6
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: 09/13/2023
Date Tested: 09/11/2023
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#2
Test Result Compliance: does not comply
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.118 kPa
Phase Angle (δ) (for the 10 cycles) 87.3 degree
Complex Modulus (G*) (for the 10 measurements) 0.980 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 0.98 kPa