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Sample Record for 2021-05-10-27

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Project Information

Project ID: 215092 DEA: 101C0404 EFIS: 1017000034 QA Service Level: 1
DIST-CO-RTE-PM: 10-MPA-49-0.3/18.5
Work Description: COLD PLANE, PLACE HMA AND REPLACE RAILING AND OVERSIDE DRAINS.
Location Description: MARIPOSA COUNTY IN AND NEAR MARIPOSA FROM MADERA COUNTY LINE TO SOUTH JUNCTION ROUTE 140
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 400 Sunrise Ave Ste 300,, Roseville, CA 95661
Resident Engineer: Stan Oshita Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-05-10-27
TL Number from the TL Form: c994286
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: 05/10/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/21/2021
The quantity of what the sample constitutes: 1 of 2 cans
A brief description of the sample: PG64-10
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert - Santa Fe Winton

Material Information

Performance Grade: PG 64-10
Modified: No
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: Teichert - Santa Fe Winton
Asphalt Binder Supplier: Marathon Petroleum Co. LP - Elk Grove CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 6

DIME Test ID: 2021-05-10-27-1
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: 06/01/2021
Date Tested: 05/10/2021
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:
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? Yes
Mass of empty container #1 166.533 grams
Mass of empty container #2 166.191 grams
Mass of container #1 before test (m1i) 201.538 grams
Mass of container #2 before test (m2i) 201.912 grams
Mass of container #1 after test (m1f) 201.430 grams
Mass of container #2 after test (m2f) 201.803 grams
Average mass change -0.307 percent

Test 2 of 6

DIME Test ID: 2021-05-10-27-2
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/01/2021
Date Tested: 05/10/2021
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 0.232 kPa
Phase Angle (δ) (for the 10 cycles) 83.9 degree
Complex Modulus (G*) (for the 10 measurements) 1.936 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 1.95 kPa

Test 3 of 6

DIME Test ID: 2021-05-10-27-3
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/01/2021
Date Tested: 05/25/2021
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 0.229 kPa
Phase Angle (δ) (for the 10 cycles) 63.4 degree
Complex Modulus (G*) (for the 10 measurements) 2.289 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 2.56 kPa

Test 4 of 6

DIME Test ID: 2021-05-10-27-4
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/01/2021
Date Tested: 05/27/2021
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: 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 34.535 kPa
Phase Angle (δ) (for the 10 cycles) 50.3 degree
Complex Modulus (G*) (for the 10 measurements) 3453.103 kPa
Test Temperature 31.0 C
(G*) x sin(δ)= 2657 kPa

Test 5 of 6

DIME Test ID: 2021-05-10-27-5
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: 06/01/2021
Date Tested: 05/27/2021
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:
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -0.1 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 981.0 mN
Beam deflection 60.0 s 1.994 µm
Measured Stiffness Modulus 60.0 s 39.700 mPa
Estimated Stiffness Modulus 60.0 s 39.700 mPa
Difference between stiffness moduli 60.0 s 1.92 %
Estimated m-value 60.0 s 0.461

Test 6 of 6

DIME Test ID: 2021-05-10-27-6
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/01/2021
Date Tested: 05/25/2021
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 0.232 kPa
Phase Angle (δ) (for the 10 cycles) 83.9 degree
Complex Modulus (G*) (for the 10 measurements) 1.936 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 1.95 kPa

Tests Assigned to this Sample

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