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Sample Record for 2023-11-03-17

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

Project Information

Project ID: 994166 DEA: 051H8104 EFIS: 0516000164 QA Service Level: 1
DIST-CO-RTE-PM: 05-SBT-25-18.8/19.2
Work Description: ROADWAY EXCAVATION, HMA, CULVERTS AND SIGNAL SYSTEM.
Location Description: SAN BENITO COUNTY ABOUT 32 MILES SOUTH OF HOLLISTER FROM 0.8 MILE NORTH OF SAN BENITO LATERAL TO 2 MILES SOUTH OF ROUTE 146
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 5200 Franklin Dr. Ste 115, Pleasanton, CA 94588
Resident Engineer: Baljinder S Brar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-11-03-17
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Sample Organization Contact: 831-818-0254
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 11/03/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/07/2023
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG64-16 SJR
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Coalinga

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: Granite Coalinga HMA Plant
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number: 2708
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-11-03-17-7
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: 11/15/2023
Date Tested: 11/13/2023
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 0.175 kPa
Phase Angle (δ) (for the 10 cycles) 89.2 degree
Complex Modulus (G*) (for the 10 measurements) 1.452 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.45 kPa

Test 2 of 6

DIME Test ID: 2023-11-03-17-8
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: 11/15/2023
Date Tested: 11/13/2023
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 0.253 kPa
Phase Angle (δ) (for the 10 cycles) 88.4 degree
Complex Modulus (G*) (for the 10 measurements) 2.515 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 2.52 kPa

Test 3 of 6

DIME Test ID: 2023-11-03-17-9
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: 11/15/2023
Date Tested: 11/15/2023
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: not applicable
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 65.729 kPa
Phase Angle (δ) (for the 10 cycles) 59.0 degree
Complex Modulus (G*) (for the 10 measurements) 6539.918 kPa
Test Temperature (Specimen 1) 28.0 C
(G*) x sin(δ)= 5606 kPa

Test 4 of 6

DIME Test ID: 2023-11-03-17-10
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: 11/15/2023
Date Tested: 11/15/2023
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 -5.9 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 184.000 mPa
Estimated Stiffness Modulus 60.0 s 184.000 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.383

Test 5 of 6

DIME Test ID: 2023-11-03-17-11
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 11/15/2023
Date Tested: 11/14/2023
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) 141 cm
Ductility of sample 141 cm

Test 6 of 6

DIME Test ID: 2023-11-03-17-12
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: 11/15/2023
Date Tested: 11/15/2023
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 +3
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 40.323 kPa
Phase Angle (δ) (for the 10 cycles) 63.2 degree
Complex Modulus (G*) (for the 10 measurements) 4012.050 kPa
Test Temperature (Specimen 1) 31.0 C
(G*) x sin(δ)= 3581 kPa