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Sample Record for 2021-08-23-11

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Project Information

Project ID: 215410 DEA: 060U5204 EFIS: 0616000003 QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-99-R14.0/R14.5,15.1/19.6
Work Description: HMA (TYPE A) AND RHMA (GAP GRADED) RESURFACING.
Location Description: MADERA COUNTY IN AND NEAR MADERA FROM 0.2 MILE SOUTH OF AVENUE 17 OVERCROSSING TO 0.3 MILE NORTH OF AVENUE 17 OVERCROSSING AND FROM 1.0 MILE NORTH OF AVENUE 17 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 20 OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 Granite Court, Fresno, CA 93706
Resident Engineer: Justin Kimura Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-23-11
TL Number from the TL Form: 039818
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: 08/23/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/27/2021
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: San Joaquin Refinery

Material Information

Performance Grade: PG 70-10
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 6

DIME Test ID: 2021-08-23-11-1
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: 09/09/2021
Date Tested: 09/02/2021
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: as per 2018 standard specs
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 #1 158.977 grams
Mass of empty container #2 166.801 grams
Mass of container #1 before test (m1i) 194.973 grams
Mass of container #2 before test (m2i) 202.101 grams
Mass of container #1 after test (m1f) 194.977 grams
Mass of container #2 after test (m2f) 201.992 grams
Average mass change -0.149 percent

Test 2 of 6

DIME Test ID: 2021-08-23-11-2
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: 09/09/2021
Date Tested: 09/02/2021
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: 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 0.148 kPa
Phase Angle (δ) (for the 10 cycles) 89.5 degree
Complex Modulus (G*) (for the 10 measurements) 1.233 kPa
Test Temperature 70.0 C
Dynamic Shear, G*/sin(δ) 1.23 kPa

Test 3 of 6

DIME Test ID: 2021-08-23-11-3
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: 09/09/2021
Date Tested: 09/02/2021
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
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 0.234 kPa
Phase Angle (δ) (for the 10 cycles) 88.8 degree
Complex Modulus (G*) (for the 10 measurements) 2.339 kPa
Test Temperature 70.0 C
Dynamic Shear, G*/sin(δ) 2.34 kPa

Test 4 of 6

DIME Test ID: 2021-08-23-11-4
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: 09/09/2021
Date Tested: 09/08/2021
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: PAV
Test Result Compliance: not applicable
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 74.246 kPa
Phase Angle (δ) (for the 10 cycles) 57.8 degree
Complex Modulus (G*) (for the 10 measurements) 7424.062 kPa
Test Temperature 34.0 C
(G*) x sin(δ)= 6282 kPa

Test 5 of 6

DIME Test ID: 2021-08-23-11-9
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: 09/09/2021
Date Tested: 09/08/2021
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: PAV+3
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 43.914 kPa
Phase Angle (δ) (for the 10 cycles) 61.8 degree
Complex Modulus (G*) (for the 10 measurements) 4391.085 kPa
Test Temperature 37.0 C
(G*) x sin(δ)= 3870 kPa

Test 6 of 6

DIME Test ID: 2021-08-23-11-10
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: 09/09/2021
Date Tested: 09/08/2021
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: as per 2018 standard specs
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 0.0 mN
Beam deflection 60.0 s 0.000 µm
Measured Stiffness Modulus 60.0 s 253.000 mPa
Estimated Stiffness Modulus 60.0 s 253.000 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.358

Tests Assigned to this Sample

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