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Sample Record for 2021-10-14-59

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Project Information

Project ID: 215403 DEA: 021H4004 EFIS: 0216000042 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-R8.3
Work Description: PLACE STRUCTURAL CONCRETE BRIDGE DECK AND BARRIER AND PLACE HMA.
Location Description: SISKIYOU COUNTY NEAR MOUNT SHASTA AT AZALEA ROAD OVERCROSSING
Contractor Name: Abacus Construction, Inc.
Contractor Address: 6850 Haas Road, Anderson, CA 96007
Resident Engineer: Andy O'Sullivan Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-10-14-59
TL Number from the TL Form: 853083
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 10/14/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/01/2021
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: Valero Benicia

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: JF SHEA FAWNDALE
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2021-10-14-59-1
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: 11/10/2021
Date Tested: 11/04/2021
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:
Phase Original binder
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.325 kPa
Phase Angle (δ) (for the 10 cycles) 64.5 degree
Complex Modulus (G*) (for the 10 measurements) 2.710 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 3.00 kPa

Test 2 of 4

DIME Test ID: 2021-10-14-59-2
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: 11/10/2021
Date Tested: 11/03/2021
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 two specimens
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.740 kPa
Phase Angle (δ) (for the 10 cycles) 57.9 degree
Complex Modulus (G*) (for the 10 measurements) 7.400 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 8.74 kPa
Stress Amplitude 2 0.423 kPa
Phase Angle 2 (δ) (for the 10 cycles) 59.3 degree
Complex Modulus 2 (G*) (for the 10 measurements) 4.233 kPa
Test Temperature (Specimen 2) no data
Dynamic Shear 2, G*/sin(δ) 4.92 kPa
Delta at 2.2 kpa 60.3 degree

Test 3 of 4

DIME Test ID: 2021-10-14-59-3
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: 11/10/2021
Date Tested: 11/10/2021
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: PAVper 2018 standard specs
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 32.792 kPa
Phase Angle (δ) (for the 10 cycles) 38.7 degree
Complex Modulus (G*) (for the 10 measurements) 3279.267 kPa
Test Temperature (Specimen 1) 16.0 C
(G*) x sin(δ)= 2050 kPa

Test 4 of 4

DIME Test ID: 2021-10-14-59-4
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: 11/10/2021
Date Tested: 11/08/2021
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 -24 C
Maximum test bath temperature at 240 s -23.9 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) no data0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 no data0 mN
Deflection at time 0.0 s no data0 µm
Load at time 0.5 s no data0 mN
Deflection at time 0.5 s no data0 µm
Load at 60.0 s 993 mN
Beam deflection 60.0 s 0.671 µm
Measured Stiffness Modulus 60.0 s 119 mPa
Estimated Stiffness Modulus 60.0 s 119 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.304