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Sample Record for 2026-06-08-20

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

Project Information

Project ID: 1001608 DEA: 01464804 EFIS: 0100000266 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-1.1/2.5
Work Description: INSTALL SOLDIER PILE WALL, AND REMOVE AND REPLACE ROADWAY SECTION.
Location Description: HUMBOLDT COUNTY NEAR GARBERVILLE FROM 0.5 MILE SOUTH TO 0.9 MILE NORTH OF RICHARDSON GROVE UNDERCROSSING
Contractor Name: MERCER FRASER COMPANY
Contractor Address: PO Box 1006, Eureka, CA 95502
Resident Engineer: Cody Long Structure Rep.: Emma Oppen

Sample Information

DIME Sample ID: 2026-06-08-20
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: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 06/08/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/12/2026
The quantity of what the sample constitutes: 1can
A brief description of the sample: 64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western Emulsions Inc

Material Information

Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Western Emulsions - White City Emulsion Plant - White City OR
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 1

Test Results

Test

DIME Test ID: 2026-06-08-20-1
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/17/2026
Date Tested: 06/15/2026
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 12.06 %
Stress Amplitude 0.166 kPa
Phase Angle (δ) (for the 10 cycles) 86.6 degree
Complex Modulus (G*) (for the 10 measurements) 1.375 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.38 kPa