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Sample Record for 2021-07-16-59

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Project Information

Project ID: 215536 DEA: 09383504 EFIS: 0920000044 QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-R40.1/R44.8
Work Description: PLACE HMA OVER EXISTING PAVEMENT.
Location Description: MONO COUNTY ABOUT 7 MILES SOUTH OF LEE VINING FROM 0.2 MILE SOUTH OF ROUTE 158 TO 0.6 MILE NORTH OF LA AQUEDUCT BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-07-16-59
TL Number from the TL Form:
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: 07/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/13/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: PG58-34M
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: PNAC LLC - Fernley NV
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 7

DIME Test ID: 2021-07-16-59-1
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 08/26/2021
Date Tested: 08/16/2021
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
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers? Two
Any material loss from containers during heating process/testing? No
Mass of empty container #1 166.822 grams
Mass of empty container #2 160.657 grams
Mass of container #1 before test (m1i) 201.951 grams
Mass of container #2 before test (m2i) 196.954 grams
Mass of container #1 after test (m1f) 201.813 grams
Mass of container #2 after test (m2f) 196.797 grams
Average mass change -0.413 percent

Test 2 of 7

DIME Test ID: 2021-07-16-59-2
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 08/26/2021
Date Tested: 08/16/2021
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
Test Result Compliance: complies
Additional Comments When Verified:
Final Reading from the testing machine (X) 5 cm
% Elongation Recovery 75 %

Test 3 of 7

DIME Test ID: 2021-07-16-59-3
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: 08/26/2021
Date Tested: 08/16/2021
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: ORG
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 0.191 kPa
Phase Angle (δ) (for the 10 cycles) 65.6 degree
Complex Modulus (G*) (for the 10 measurements) 1.588 kPa
Test Temperature 58.0 C
Dynamic Shear, G*/sin(δ) 1.74 kPa

Test 4 of 7

DIME Test ID: 2021-07-16-59-4
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: 08/26/2021
Date Tested: 08/17/2021
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
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.303 kPa
Phase Angle (δ) (for the 10 cycles) 60.9 degree
Complex Modulus (G*) (for the 10 measurements) 3.029 kPa
Test Temperature 58.0 C
Dynamic Shear, G*/sin(δ) 3.47 kPa

Test 5 of 7

DIME Test ID: 2021-07-16-59-5
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: 08/26/2021
Date Tested: 08/17/2021
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: RTFO +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 0.177 kPa
Phase Angle (δ) (for the 10 cycles) 61.3 degree
Complex Modulus (G*) (for the 10 measurements) 1.769 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 2.02 kPa

Test 6 of 7

DIME Test ID: 2021-07-16-59-6
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: 08/26/2021
Date Tested: 08/17/2021
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 38.174 kPa
Phase Angle (δ) (for the 10 cycles) 44.0 degree
Complex Modulus (G*) (for the 10 measurements) 3817.670 kPa
Test Temperature 16.0 C
(G*) x sin(δ)= 2652 kPa

Test 7 of 7

DIME Test ID: 2021-07-16-59-7
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: 08/26/2021
Date Tested: 08/17/2021
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
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 -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) 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 977.0 mN
Beam deflection 60.0 s 0.407 µm
Measured Stiffness Modulus 60.0 s 194.000 mPa
Estimated Stiffness Modulus 60.0 s 193.000 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.330

Tests Assigned to this Sample

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