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Sample Record for 2021-10-14-67

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 214518 DEA: 034F3704 EFIS: 0314000152 QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV-174-2.7/4.6
Work Description: REALIGN ROADWAY CURVES.
Location Description: NEVADA COUNTY NEAR PEARDALE FROM MAPLE WAY TO YOU BET ROAD
Contractor Name: DE SILVA GATES CONSTRUCTION
Contractor Address: 11555 DUBLIN BLVD, DUBLIN, CA 94568
Resident Engineer: Jeff Johnson Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-10-14-67
TL Number from the TL Form: 707316
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: 11/16/2021
The quantity of what the sample constitutes: PG64-16
A brief description of the sample: 1 OF 1 NO TEST 10-15
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia, CA

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier:
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: 2021-10-14-67-1
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: 12/03/2021
Date Tested: 11/28/2021
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 ORIG
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 0.186 kPa
Phase Angle (δ) (for the 10 cycles) 85.3 degree
Complex Modulus (G*) (for the 10 measurements) 1.550 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.56 kPa

Test 2 of 4

DIME Test ID: 2021-10-14-67-2
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: 12/03/2021
Date Tested: 11/28/2021
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
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.463 kPa
Phase Angle (δ) (for the 10 cycles) 79.6 degree
Complex Modulus (G*) (for the 10 measurements) 4.626 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 4.70 kPa

Test 3 of 4

DIME Test ID: 2021-10-14-67-3
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: 12/03/2021
Date Tested: 11/29/2021
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 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 28.606 kPa
Phase Angle (δ) (for the 10 cycles) 49.2 degree
Complex Modulus (G*) (for the 10 measurements) 2860.665 kPa
Test Temperature (Specimen 1) 28.0 C
(G*) x sin(δ)= 2166 kPa

Test 4 of 4

DIME Test ID: 2021-10-14-67-4
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: 12/03/2021
Date Tested: 12/01/2021
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 -6.0 C
Maximum test bath temperature at 240 s -6.0 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 989.0 mN
Beam deflection 60.0 s 1.187 µm
Measured Stiffness Modulus 60.0 s 67.200 mPa
Estimated Stiffness Modulus 60.0 s 67.200 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.405