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Sample Record for 2021-11-29-24

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Project Information

Project ID: 208942 DEA: 100Y2104 EFIS: 1013000104 COOP: 10415 QA Service Level: 1
DIST-CO-RTE-PM: 10-TUO-108-R4.3/R5.1
Work Description: MODIFY AND WIDEN STRUCTURE
Location Description: AT PEACEFUL OAK ROAD INTERCHANGE ,PART OF EAST SONORA BYPASS
Contractor Name: SIERRA MOUNTAIN CONSTRUCTION INC.
Contractor Address: 13919 Mono Way, Sonora, CA 95370
Resident Engineer: Stan Oshita Structure Rep.: Ehab Wahed

Sample Information

DIME Sample ID: 2021-11-29-24
TL Number from the TL Form: 21MC0085
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: 11/29/2021
Date that the sample was received by the laboratory/organization performing the testing: 12/06/2021
The quantity of what the sample constitutes: 2CANS
A brief description of the sample: Asphalt Binder PG 70-10
From where was the sample collected: Source
Laboratory sample identification: GRI-CLEMENTS
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero-Benicia Asphalt Plant

Material Information

Performance Grade: PG 70-10
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: GRI
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 4

DIME Test ID: 2021-11-29-24-1
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: 12/20/2021
Date Tested: 12/14/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
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 0.168 kPa
Phase Angle (δ) (for the 10 cycles) 85.8 degree
Complex Modulus (G*) (for the 10 measurements) 1.402 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 1.41 kPa

Test 2 of 4

DIME Test ID: 2021-11-29-24-2
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: 12/20/2021
Date Tested: 12/14/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
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 0.367 kPa
Phase Angle (δ) (for the 10 cycles) 81.3 degree
Complex Modulus (G*) (for the 10 measurements) 3.670 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 3.71 kPa

Test 3 of 4

DIME Test ID: 2021-11-29-24-3
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: 12/20/2021
Date Tested: 12/15/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
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
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 38.062 kPa
Phase Angle (δ) (for the 10 cycles) 47.6 degree
Complex Modulus (G*) (for the 10 measurements) 3806.220 kPa
Test Temperature (Specimen 1) 34.0 C
(G*) x sin(δ)= 2811 kPa

Test 4 of 4

DIME Test ID: 2021-11-29-24-4
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: 12/20/2021
Date Tested: 12/16/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
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 specification
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 993.0 mN
Beam deflection 60.0 s 1.511 µm
Measured Stiffness Modulus 60.0 s 53.000 mPa
Estimated Stiffness Modulus 60.0 s 53.000 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.419

Tests Assigned to this Sample

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