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Sample Record for 2021-10-11-26

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Project Information

Project ID: 215348 DEA: 060U4204 EFIS: 0616000004 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-99-R4.9/11.6
Work Description: CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION.
Location Description: FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Rd. Suite 200, Westlake Village CA 91361
Resident Engineer: Donald Hiura Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-10-11-26
TL Number from the TL Form: 026930
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: 10/11/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/19/2021
The quantity of what the sample constitutes: 1 can
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: San Joaquin Refinery

Material Information

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

Test Results

Test 1 of 5

DIME Test ID: 2021-10-11-26-1
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: 10/28/2021
Date Tested: 10/25/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: OGPer 2018 standard specifications
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 0.160 kPa
Phase Angle (δ) (for the 10 cycles) 89.5 degree
Complex Modulus (G*) (for the 10 measurements) 1.332 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 1.33 kPa

Test 2 of 5

DIME Test ID: 2021-10-11-26-2
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: 10/29/2021
Date Tested: 10/23/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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 Per 2018 standard specifications
Test Result Compliance: does not comply
Additional Comments When Verified:
Phase RTFO residue two specimens
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.217 kPa
Phase Angle (δ) (for the 10 cycles) 88.9 degree
Complex Modulus (G*) (for the 10 measurements) 2.173 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 2.17 kPa
Stress Amplitude 2 0.201 kPa
Phase Angle 2 (δ) (for the 10 cycles) 88.8 degree
Complex Modulus 2 (G*) (for the 10 measurements) 2.011 kPa
Test Temperature (Specimen 2) no data
Dynamic Shear 2, G*/sin(δ) 2.01 kPa
Delta at 2.2 kpa 88.9 degree

Test 3 of 5

DIME Test ID: 2021-10-11-26-3
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: 10/28/2021
Date Tested: 10/26/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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:
Phase PAV residue
Test Plate Diameter 8 mm
Test Gap 2 mm
Test Frequency 10.0 rad/s
Strain Amplitude 1.00 %
Stress Amplitude 49.285 kPa
Phase Angle (δ) (for the 10 cycles) 62.1 degree
Complex Modulus (G*) (for the 10 measurements) 4928.215 kPa
Test Temperature (Specimen 1) 37.0 C
(G*) x sin(δ)= 4355 kPa

Test 4 of 5

DIME Test ID: 2021-10-11-26-4
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: 10/28/2021
Date Tested: 10/27/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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 1013.0 mN
Beam deflection 60.0 s 0.310 µm
Measured Stiffness Modulus 60.0 s 263.000 mPa
Estimated Stiffness Modulus 60.0 s 264.000 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.357

Test 5 of 5

DIME Test ID: 2021-10-11-26-5
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: 10/28/2021
Date Tested: 10/26/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: 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 83.921 kPa
Phase Angle (δ) (for the 10 cycles) 58.0 degree
Complex Modulus (G*) (for the 10 measurements) 8391.592 kPa
Test Temperature (Specimen 1) 34.0 C
(G*) x sin(δ)= 7116 kPa

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.