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Sample Record for 2021-06-17-15

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Project Information

Project ID: 215126 DEA: 010G33U4 EFIS: 0120000002 QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-20-5.1/6.3
Work Description: Widen shoulders and replace bridge with box culvert.
Location Description: LAKE COUNTY NEAR UPPER LAKE FROM 0.4 MILE WEST OF WITTER SPRINGS ROAD TO 0.4 MILE EAST OF BACHELOR CREEK BRIDGE
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 Fourth St., Berkeley, CA 94710
Resident Engineer: Katharine Perrin Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-17-15
TL Number from the TL Form: 724969
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: Valero Benicia

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Granite
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 3

DIME Test ID: 2021-06-17-15-1
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 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 #1 172.813 grams
Mass of empty container #2 173.010 grams
Mass of container #1 before test (m1i) 222.782 grams
Mass of container #2 before test (m2i) 222.908 grams
Mass of container #1 after test (m1f) 222.500 grams
Mass of container #2 after test (m2f) 222.620 grams
Average mass change -0.571 percent

Test 2 of 3

DIME Test ID: 2021-06-17-15-2
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 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 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 0.221 kPa
Phase Angle (δ) (for the 10 cycles) 84.9 degree
Complex Modulus (G*) (for the 10 measurements) 1.842 kPa
Test Temperature 58.0 C
Dynamic Shear, G*/sin(δ) 1.85 kPa

Test 3 of 3

DIME Test ID: 2021-06-17-15-3
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 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 0.414 kPa
Phase Angle (δ) (for the 10 cycles) 81.1 degree
Complex Modulus (G*) (for the 10 measurements) 4.140 kPa
Test Temperature 58.0 C
Dynamic Shear, G*/sin(δ) 4.19 kPa

Tests Assigned to this Sample

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