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Sample Record for 2022-07-09-25

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

Project Information

Project ID: 215682 DEA: 031H1904 EFIS: 0316000065 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-80,244-M9.6/12.9,0.0/T0.8
Work Description: COLD PLANE AC PAVEMENT, PLACE RHMA AND INDIVIDUAL SLAB REPLACEMENT.
Location Description: SACRAMENTO COUNTY IN AND NEAR SACRAMENTO ON ROUTE 80 FROM 0.2 MILE EAST OF LONGVIEW DRIVE OVERCROSSING TO 0.4 MILE EAST OF MADISON AVENUE OVERCROSSING AND ON ROUTE 244 FROM 0.3 MILE NORTH OF AUBURN BOULEVARD TO CONNECTOR TO ROUTE 80
Contractor Name: A. Teichert and Sons, Inc. DBA Teichert Construction
Contractor Address: 400 Sunrise Blvd., Roseville, CA 95661
Resident Engineer: Deyaedden Elghassein Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-07-09-25
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 07/09/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/14/2022
The quantity of what the sample constitutes: 2 Cans
A brief description of the sample: Asphalt Rubber Binder & PG 64-16 (Valero)
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins

Material Information

Performance Grade: PG 64-16
Modified:
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: 2022-07-09-25-1
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 07/29/2022
Date Tested: 07/26/2022
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 Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.171 kPa
Phase Angle (δ) (for the 10 cycles) 85.4 degree
Complex Modulus (G*) (for the 10 measurements) 1.422 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.43 kPa

Test 2 of 4

DIME Test ID: 2022-07-09-25-2
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 07/29/2022
Date Tested: 07/26/2022
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 Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.451 kPa
Phase Angle (δ) (for the 10 cycles) 79.1 degree
Complex Modulus (G*) (for the 10 measurements) 4.511 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 4.59 kPa

Test 3 of 4

DIME Test ID: 2022-07-09-25-3
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 07/29/2022
Date Tested: 07/27/2022
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 42.655 kPa
Phase Angle (δ) (for the 10 cycles) 55.4 degree
Complex Modulus (G*) (for the 10 measurements) 4265.105 kPa
Test Temperature (Specimen 1) 28.0 C
(G*) x sin(δ)= 3511 kPa

Test 4 of 4

DIME Test ID: 2022-07-09-25-4
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 07/29/2022
Date Tested: 07/28/2022
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 -6.1 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 59.200 mPa
Estimated Stiffness Modulus 60.0 s 59.200 mPa
Difference between stiffness moduli 60.0 s 1.29 %
Estimated m-value 60.0 s 0.407