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Sample Record for 2022-06-15-45

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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: 2022-06-15-45
TL Number from the TL Form: 040689
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: 06/15/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/17/2022
The quantity of what the sample constitutes: 1can
A brief description of the sample: binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SJR

Material Information

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

Test Results

Test 1 of 5

DIME Test ID: 2022-06-15-45-1
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: 07/07/2022
Date Tested: 06/30/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd., 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 0.173 kPa
Phase Angle (δ) (for the 10 cycles) 89.5 degree
Complex Modulus (G*) (for the 10 measurements) 1.442 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 1.44 kPa

Test 2 of 5

DIME Test ID: 2022-06-15-45-2
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: 07/07/2022
Date Tested: 06/30/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd., 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 0.274 kPa
Phase Angle (δ) (for the 10 cycles) 88.7 degree
Complex Modulus (G*) (for the 10 measurements) 2.745 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 2.75 kPa

Test 3 of 5

DIME Test ID: 2022-06-15-45-3
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)
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd., Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
Data has not been verified.

Test 4 of 5

DIME Test ID: 2022-06-15-45-4
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: 07/07/2022
Date Tested: 07/01/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd., 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 0.0 C
Maximum test bath temperature at 240 s 0.1 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 974.0 mN
Beam deflection 60.0 s 0.330 µm
Measured Stiffness Modulus 60.0 s 237.000 mPa
Estimated Stiffness Modulus 60.0 s 236.000 mPa
Difference between stiffness moduli 60.0 s -0.42 %
Estimated m-value 60.0 s 0.367

Test 5 of 5

DIME Test ID: 2022-06-15-45-5
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: 07/07/2022
Date Tested: 07/01/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd., 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 53.065 kPa
Phase Angle (δ) (for the 10 cycles) 60.7 degree
Complex Modulus (G*) (for the 10 measurements) 5306.527 kPa
Test Temperature (Specimen 1) 37.0 C
(G*) x sin(δ)= 4628 kPa