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Sample Record for 2021-08-24-12

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Project Information

Project ID: 215529 DEA: 051K2804 EFIS: 0518000149 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-101-35.6/42.0
Work Description: RESURFACE PAVEMENT WITH HMA (BWC) AND MICRO-SURFACING.
Location Description: SAN LUIS OBISPO COUNTY IN AND NEAR ATASCADERO FROM CUESTA OVERHEAD TO 0.3 MILE SOUTH OF SANTA BARBARA ROAD OVERCROSSING
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: PO BOX 2210, PISMO BEACH, CA 93448
Resident Engineer: Tim Lang Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-24-12
TL Number from the TL Form: 023286
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: 08/24/2021
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 TEST #1
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 64-16
Modified:
Lot number: 1
Sublot number: 2
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: 2021-08-24-12-1
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: 09/03/2021
Date Tested: 09/01/2021
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 #1 156.939 grams
Mass of empty container #2 166.546 grams
Mass of container #1 before test (m1i) 192.278 grams
Mass of container #2 before test (m2i) 202.425 grams
Mass of container #1 after test (m1f) 192.262 grams
Mass of container #2 after test (m2f) 202.403 grams
Average mass change -0.053 percent

Test 2 of 6

DIME Test ID: 2021-08-24-12-2
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: 09/03/2021
Date Tested: 09/01/2021
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 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 0.164 kPa
Phase Angle (δ) (for the 10 cycles) 89.3 degree
Complex Modulus (G*) (for the 10 measurements) 1.370 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 1.37 kPa

Test 3 of 6

DIME Test ID: 2021-08-24-12-3
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: 09/03/2021
Date Tested: 08/31/2021
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 0.271 kPa
Phase Angle (δ) (for the 10 cycles) 88.2 degree
Complex Modulus (G*) (for the 10 measurements) 2.710 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 2.71 kPa

Test 4 of 6

DIME Test ID: 2021-08-24-12-4
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: 09/03/2021
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: Per 2018 Standard Specifications 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 68.513 kPa
Phase Angle (δ) (for the 10 cycles) 58.7 degree
Complex Modulus (G*) (for the 10 measurements) 6850.760 kPa
Test Temperature 28.0 C
(G*) x sin(δ)= 5854 kPa

Test 5 of 6

DIME Test ID: 2021-08-24-12-5
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: 09/03/2021
Date Tested: 09/03/2021
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 -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 979.0 mN
Beam deflection 60.0 s 0.406 µm
Measured Stiffness Modulus 60.0 s 194.000 mPa
Estimated Stiffness Modulus 60.0 s 194.000 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.390

Test 6 of 6

DIME Test ID: 2021-08-24-12-6
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: 09/03/2021
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: Per 2018 Standard Specifications 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 40.272 kPa
Phase Angle (δ) (for the 10 cycles) 62.7 degree
Complex Modulus (G*) (for the 10 measurements) 4026.856 kPa
Test Temperature 31.0 C
(G*) x sin(δ)= 3578 kPa

Tests Assigned to this Sample

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