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Sample Record for 2023-02-21-26

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 993866 DEA: 010G6104 EFIS: 0117000027 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-57.1/67.8
Work Description: Project Name: Fortuna Median Roadside Safety Project; Description of Work: Roadway Excavation; Asphalt Treated Perm. Base & HMA (GAP Graded)
Location Description: HUMBOLDT COUNTY IN AND NEAR FORTUNA FROM 0.5 MILE SOUTH OF ROUTE 36 TO 0.4 MILE SOUTH OF HOOKTON ROAD
Contractor Name: Mercer Fraser Company
Contractor Address: PO Box 1006, Eureka, CA 95502
Resident Engineer: Joaquin Rodriquez Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-02-21-26
TL Number from the TL Form:
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: 02/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/24/2023
The quantity of what the sample constitutes: 1 can
A brief description of the sample: PG 64-28M JMF
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser - Fortuna

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Mercer Fraser Fortuna Plant
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: 2023-02-21-26-1
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: 02/28/2023
Date Tested: 02/24/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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 0.159 kPa
Phase Angle (δ) (for the 10 cycles) 64.1 degree
Complex Modulus (G*) (for the 10 measurements) 1.327 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.48 kPa