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Sample Record for 2021-08-30-55

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Project Information

Project ID: 215537 DEA: 09387104 EFIS: 0920000052 QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-158-6.0/15.8
Work Description: PLACE HMA (TYPE A) OVER EXISTING PAVEMENT.
Location Description: MONO COUNTY NEAR JUNE LAKE FROM 0.1 MILE NORTH OF RUSH CREEK BRIDGE TO ROUTE 395
Contractor Name: QUALCON CONTRACTORS, INC.
Contractor Address: 1645 ESMERALDA AVE, MINDEN, NV 89423-4203
Resident Engineer: Ricky Moberly Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-30-55
TL Number from the TL Form: 661781
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: 08/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/20/2021
The quantity of what the sample constitutes: 1 CAN
A brief description of the sample: TEST, NO TEST 8/31, 8/31, 9/1, 9/1
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: VALERO

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
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): 5

Test Results

Test 1 of 5

DIME Test ID: 2021-08-30-55-1
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: 11/04/2021
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 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 0.240 kPa
Phase Angle (δ) (for the 10 cycles) 69.6 degree
Complex Modulus (G*) (for the 10 measurements) 2.003 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.14 kPa

Test 2 of 5

DIME Test ID: 2021-08-30-55-2
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: 11/04/2021
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
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.570 kPa
Phase Angle (δ) (for the 10 cycles) 61.1 degree
Complex Modulus (G*) (for the 10 measurements) 5.699 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 6.51 kPa

Test 3 of 5

DIME Test ID: 2021-08-30-55-3
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: 11/04/2021
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 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 42.091 kPa
Phase Angle (δ) (for the 10 cycles) 38.6 degree
Complex Modulus (G*) (for the 10 measurements) 4207.056 kPa
Test Temperature (Specimen 1) 16.0 C
(G*) x sin(δ)= 2625 kPa

Test 4 of 5

DIME Test ID: 2021-08-30-55-4
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: 11/04/2021
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:
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 987.0 mN
Beam deflection 60.0 s 0.737 µm
Measured Stiffness Modulus 60.0 s 108.000 mPa
Estimated Stiffness Modulus 60.0 s 108.000 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.301

Test 5 of 5

DIME Test ID: 2021-08-30-55-5
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: 11/04/2021
Date Tested: 11/02/2021
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 +6
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 0.322 kPa
Phase Angle (δ) (for the 10 cycles) 63.1 degree
Complex Modulus (G*) (for the 10 measurements) 3.219 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.61 kPa