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Sample Record for 2025-06-09-90

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

Project Information

Project ID: 994309 DEA: 033H5404 EFIS: 0318000012 QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-70-46.0/47.0
Work Description: RAISE ALIGNMENT, PLACE HMA, STRUCTURAL CONCRETE & BRIDGE RAIL.
Location Description: BUTTE COUNTY NEAR PARADISE FROM 0.8 MILE WEST OF SHADY REST AREA TO 0.2 MILE EAST OF SHADY REST AREA
Contractor Name: VIKING CONSTRUCTION COMPANY, INC.
Contractor Address: 11315 SUNRISE GOLD CIR. #A, RANCHO CORDOVA CA 95742
Resident Engineer: Daniel Rechs Structure Rep.: Adam Scardaci

Sample Information

DIME Sample ID: 2025-06-09-90
TL Number from the TL Form: 778834
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: 06/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/30/2025
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG 64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero-Benicia Asphalt Plant

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 4
Sublot number: 2
Tank number:
Time of sample:
HMA Supplier: Teichert - Hallwood 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: 2025-06-09-90-1
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: 07/03/2025
Date Tested: 07/03/2025
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 0.120 kPa
Phase Angle (δ) (for the 10 cycles) 87.7 degree
Complex Modulus (G*) (for the 10 measurements) 0.999 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.00 kPa