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Sample Record for 2021-07-16-53

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Project Information

Project ID: 215558 DEA: 101J1304 EFIS: 1018000136 QA Service Level: 1
DIST-CO-RTE-PM: 10-CAL,ALP-4,207-R58.0/R65.9,0.0/1.4
Work Description: COLD PLANE EXISTING PAVEMENT AND RESURFACE WITH HMA.
Location Description: CALAVERAS AND ALPINE COUNTIES NEAR TAMARACK ON ROUTE 4 FROM 1.8 MILES WEST OF CABBAGE PATCH LOG ROAD TO ALPINE COUNTY LINE AND NEAR LAKE ALPINE ON ROUTE 207 FROM JUNCTION 4/207 TO END OF ROUTE (MT REBA RESORT)
Contractor Name: GEORGE REED , INC.
Contractor Address: 140 EMPIRE AVE, MODESTO CA 95354
Resident Engineer: Pawan Garg Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-07-16-53
TL Number from the TL Form: 034897
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: 07/26/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: PG64-28M
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Marathon

Material Information

Performance Grade: PG 64-28 M
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: Marathon Petroleum Co. LP - Elk Grove CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 5

DIME Test ID: 2021-07-16-53-1
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: 08/11/2021
Date Tested: 08/08/2021
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: 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 #1 174.168 grams
Mass of empty container #2 177.189 grams
Mass of container #1 before test (m1i) 210.490 grams
Mass of container #2 before test (m2i) 213.282 grams
Mass of container #1 after test (m1f) 210.308 grams
Mass of container #2 after test (m2f) 213.102 grams
Average mass change -0.500 percent

Test 2 of 5

DIME Test ID: 2021-07-16-53-2
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: 08/11/2021
Date Tested: 08/08/2021
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: Per 2018 Standard Specifications
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 0.237 kPa
Phase Angle (δ) (for the 10 cycles) 70.9 degree
Complex Modulus (G*) (for the 10 measurements) 1.972 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 2.09 kPa

Test 3 of 5

DIME Test ID: 2021-07-16-53-4
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: 08/11/2021
Date Tested: 08/09/2021
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 28.688 kPa
Phase Angle (δ) (for the 10 cycles) 47.9 degree
Complex Modulus (G*) (for the 10 measurements) 2868.407 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 2128 kPa

Test 4 of 5

DIME Test ID: 2021-07-16-53-5
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: 08/11/2021
Date Tested: 08/09/2021
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 -18.0 C
Maximum test bath temperature at 240 s -18.0 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 958.0 mN
Beam deflection 60.0 s 0.394 µm
Measured Stiffness Modulus 60.0 s 196.000 mPa
Estimated Stiffness Modulus 60.0 s 196.000 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.353

Test 5 of 5

DIME Test ID: 2021-07-16-53-6
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: 08/11/2021
Date Tested: 08/09/2021
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:
Phase RTFO residue two specimens
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.595 kPa
Phase Angle (δ) (for the 10 cycles) 64.4 degree
Complex Modulus (G*) (for the 10 measurements) 5.947 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 6.59 kPa
Stress Amplitude 2 0.332 kPa
Phase Angle 2 (δ) (for the 10 cycles) 65.2 degree
Complex Modulus 2 (G*) (for the 10 measurements) 3.325 kPa
Test Temperature (Specimen 2) no data
Dynamic Shear 2, G*/sin(δ) 3.66 kPa
Delta at 2.2 kpa 65.6 degree

Tests Assigned to this Sample

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