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Sample Record for 2021-06-17-17

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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: 2021-06-17-17
TL Number from the TL Form: 034162
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: 06/17/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/21/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: ASPHALT BINDER
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MARATHON ELK GROVE

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
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:
Asphalt Binder Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2021-06-17-17-1
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: 06/24/2021
Date Tested: 06/23/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
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 #1 160.000 grams
Mass of empty container #2 177.190 grams
Mass of container #1 before test (m1i) 209.640 grams
Mass of container #2 before test (m2i) 227.260 grams
Mass of container #1 after test (m1f) 209.500 grams
Mass of container #2 after test (m2f) 227.120 grams
Average mass change -0.281 percent

Test 2 of 3

DIME Test ID: 2021-06-17-17-2
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: 06/24/2021
Date Tested: 06/23/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
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 ORIG
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 0.181 kPa
Phase Angle (δ) (for the 10 cycles) 87.2 degree
Complex Modulus (G*) (for the 10 measurements) 1.508 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.51 kPa

Test 3 of 3

DIME Test ID: 2021-06-17-17-3
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: 06/24/2021
Date Tested: 06/23/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
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 0.293 kPa
Phase Angle (δ) (for the 10 cycles) 85.2 degree
Complex Modulus (G*) (for the 10 measurements) 2.925 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 2.94 kPa