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Sample Record for 2022-10-14-42

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Project Information

Project ID: 993297 DEA: 010F8204 EFIS: 0116000067 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-R90.1/109.6
Work Description: PLACE RHMA-G AND HMA (TYPE A).
Location Description: IN HUMBOLDT COUNTY IN AND NEAR TRINIDAD FROM 1.3 MILES SOUTH OF SCHOOL ROAD OVERCROSSING TO 0.4 MILE NORTH OF BIG LAGOON BRIDGE
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: 77 West Second Street, Eureka, CA 95501
Resident Engineer: Ryan Dunne Structure Rep.: Michele Stover

Sample Information

DIME Sample ID: 2022-10-14-42
TL Number from the TL Form: 637194
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 10/14/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/20/2022
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: binder 64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser Fortuna Plant B / Valero Benicia

Material Information

Performance Grade: PG 64-16
Modified:
Lot number: 1
Sublot number: 15
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2022-10-14-42-1
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 10/26/2022
Date Tested: 10/24/2022
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: OG
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.194 kPa
Phase Angle (δ) (for the 10 cycles) 84.7 degree
Complex Modulus (G*) (for the 10 measurements) 1.616 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.62 kPa