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Sample Record for 2021-07-13-21

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Project Information

Project ID: 214926 DEA: 010E7204 EFIS: 0115000003 QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-29-12.7/14.5
Work Description: ROADWAY EXCAVATION, HMA (TYPE A), RHMA-G, DRAINAGE & EROSION CONTROL.
Location Description: LAKE COUNTY NEAR LOWER LAKE FROM 0.8 MILE NORTH OF SPRUCE GROVE ROAD SOUTH TO 0.4 MILE SOUTH OF HOFACKER LANE
Contractor Name: GHILOTTI CONSTRUCTION CO. INC.
Contractor Address: 246 GHILOTTI AVENUE, SANTA ROSA, CA 95407
Resident Engineer: Dan Kraft Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-07-13-21
TL Number from the TL Form: c724975
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: 07/13/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/21/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: PG64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Bodean - Santa Rosa

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: BoDean - Santa Rosa
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 3

DIME Test ID: 2021-07-13-21-1
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: 07/28/2021
Date Tested: 07/25/2021
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: Per 2018 Standard Specifications Original DSR
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 0.176 kPa
Phase Angle (δ) (for the 10 cycles) 86.7 degree
Complex Modulus (G*) (for the 10 measurements) 1.471 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 1.47 kPa

Test 2 of 3

DIME Test ID: 2021-07-13-21-2
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: 07/28/2021
Date Tested: 07/25/2021
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: Per 2018 Standard Specifications RTFO DSR
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 0.396 kPa
Phase Angle (δ) (for the 10 cycles) 82.4 degree
Complex Modulus (G*) (for the 10 measurements) 3.962 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 4.00 kPa

Test 3 of 3

DIME Test ID: 2021-07-13-21-3
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: 07/28/2021
Date Tested: 07/25/2021
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: 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 #1 170.022 grams
Mass of empty container #2 167.328 grams
Mass of container #1 before test (m1i) 205.580 grams
Mass of container #2 before test (m2i) 203.479 grams
Mass of container #1 after test (m1f) 205.568 grams
Mass of container #2 after test (m2f) 203.469 grams
Average mass change -0.031 percent

Tests Assigned to this Sample

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