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Sample Record for 2021-10-05-37

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Project Information

Project ID: 214321 DEA: 012982U4 EFIS: 0118000125 QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-29,175-28.5/31.6,8.2/8.5
Work Description: CONSTRUCT 4 LANE EXPRESSWAY WITH EARTHWORK AND PAVING.
Location Description: LAKE COUNTY NEAR KELSEYVILLE ON ROUTE 29 FROM 0.6 MILE TO 3.7 MILES NORTH OF ROUTE 281 AND ON ROUTE 175 FROM SOUTH JUNCTION ROUTE 29 TO 0.3 MILE EAST OF SOUTH JUNCTION ROUTE 29
Contractor Name: FBD VANGUARD CONSTRUCTION, INC.
Contractor Address: 550 Greenville Rd, Livermore, CA 94550
Resident Engineer: Dan Kraft Structure Rep.: Tatjana Halda

Sample Information

DIME Sample ID: 2021-10-05-37
TL Number from the TL Form: 930510
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: 10/05/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/18/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: TEST Asphalt Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero Benicia

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 4

DIME Test ID: 2021-10-05-37-1
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: 10/22/2021
Date Tested: 10/20/2021
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 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 0.454 kPa
Phase Angle (δ) (for the 10 cycles) 64.1 degree
Complex Modulus (G*) (for the 10 measurements) 3.783 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 4.21 kPa

Test 2 of 4

DIME Test ID: 2021-10-05-37-2
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: 10/22/2021
Date Tested: 10/20/2021
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 RTFO
Test Result Compliance: complies
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 0.587 kPa
Phase Angle (δ) (for the 10 cycles) 58.9 degree
Complex Modulus (G*) (for the 10 measurements) 5.866 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 6.85 kPa
Stress Amplitude 2 0.342 kPa
Phase Angle 2 (δ) (for the 10 cycles) 60.1 degree
Complex Modulus 2 (G*) (for the 10 measurements) 3.422 kPa
Test Temperature (Specimen 2) no data
Dynamic Shear 2, G*/sin(δ) 3.95 kPa
Delta at 2.2 kpa 60.8 degree

Test 3 of 4

DIME Test ID: 2021-10-05-37-3
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: 10/22/2021
Date Tested: 10/22/2021
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 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 34.279 kPa
Phase Angle (δ) (for the 10 cycles) 39.1 degree
Complex Modulus (G*) (for the 10 measurements) 3426.959 kPa
Test Temperature (Specimen 1) 16.0 C
(G*) x sin(δ)= 2161 kPa

Test 4 of 4

DIME Test ID: 2021-10-05-37-4
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: 10/22/2021
Date Tested: 10/21/2021
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: 2018 per standard specifications
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -24.0 C
Maximum test bath temperature at 240 s -24.0 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 0.0 mN
Beam deflection 60.0 s 0.000 µm
Measured Stiffness Modulus 60.0 s 254.000 mPa
Estimated Stiffness Modulus 60.0 s 254.000 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.323

Tests Assigned to this Sample

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