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Sample Record for 2026-09-30-61

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

Project Information

Project ID: 1002567 DEA: 022K1704 EFIS: 0225000047 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-139-unknown
Work Description:
Location Description:
Contractor Name: Hat Creek Construction
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-09-30-61
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: 09/30/2026
Date that the sample was received by the laboratory/organization performing the testing: 10/07/2026
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: 2 cans of PG 64-10
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tanker

Material Information

Performance Grade: PG 64-10
Modified:
Lot number:
Sublot number:
Tank number: Load # 20
Time of sample:
HMA Supplier: PDR
Certified Asphalt Supplier: Albina Asphalt - Klamath Falls - Klamath Falls OR
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: PDR
HMA Supplier Mix ID Number: PDR
Test results on following page(s): 1

Test Results

Test

DIME Test ID: 2026-09-30-61-1
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: 10/09/2026
Date Tested: 10/09/2026
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 0.164 kPa
Phase Angle (δ) (for the 10 cycles) 86.4 degree
Complex Modulus (G*) (for the 10 measurements) 1.363 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.37 kPa