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Sample Record for 2021-12-21-15

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Project Information

Project ID: 215023 DEA: 060U4704 EFIS: 0615000301 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER,KIN-5-81.7/87.0,0.0/0.3
Work Description: CONSTRUCT CRCP, JPCP AND INSTALL TRAFFIC MONITORING STATIONS.
Location Description: KERN AND KINGS COUNTIES NEAR KETTELMAN CITY FROM 0.6 MILE SOUTH OF TWISSELMAN ROAD OVERCROSSING TO 0.3 MILE NORTH OF KERN/KINGS COUNTY LINE
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: P O BOX 2217, PISMO BEACH CA 93448
Resident Engineer: Din Dadawalla Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-12-21-15
TL Number from the TL Form: 027032
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 12/21/2021
Date that the sample was received by the laboratory/organization performing the testing: 01/11/2022
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: Project Sample
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refining Co Inc

Material Information

Performance Grade: PG 70-10
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: papich
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:

Test Results

Test 1 of 5

DIME Test ID: 2021-12-21-15-1
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: 01/18/2022
Date Tested: 01/11/2022
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 0.161 kPa
Phase Angle (δ) (for the 10 cycles) 89.5 degree
Complex Modulus (G*) (for the 10 measurements) 1.338 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 1.34 kPa

Test 2 of 5

DIME Test ID: 2021-12-21-15-2
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: 01/18/2022
Date Tested: 01/11/2022
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: Per 2018 standard specifications 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 0.249 kPa
Phase Angle (δ) (for the 10 cycles) 88.6 degree
Complex Modulus (G*) (for the 10 measurements) 2.490 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 2.49 kPa

Test 3 of 5

DIME Test ID: 2021-12-21-15-3
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: 01/18/2022
Date Tested: 01/13/2022
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: Per 2018 standard specifications 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 43.437 kPa
Phase Angle (δ) (for the 10 cycles) 61.2 degree
Complex Modulus (G*) (for the 10 measurements) 4343.125 kPa
Test Temperature (Specimen 1) 37.0 C
(G*) x sin(δ)= 3806 kPa

Test 4 of 5

DIME Test ID: 2021-12-21-15-4
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: 01/18/2022
Date Tested: 01/13/2022
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: Per 2018 standard specifications
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s 0.0 C
Maximum test bath temperature at 240 s 0.0 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 994.0 mN
Beam deflection 60.0 s 0.321 µm
Measured Stiffness Modulus 60.0 s 250.000 mPa
Estimated Stiffness Modulus 60.0 s 249.000 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.376

Test 5 of 5

DIME Test ID: 2021-12-21-15-5
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: 01/18/2022
Date Tested: 01/13/2022
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: Per 2018 standard specifications 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 71.058 kPa
Phase Angle (δ) (for the 10 cycles) 57.4 degree
Complex Modulus (G*) (for the 10 measurements) 7104.686 kPa
Test Temperature (Specimen 1) 34.0 C
(G*) x sin(δ)= 5985 kPa