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Sample Record for 2025-06-13-45

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

Project Information

Project ID: 1000282 DEA: 033G0704 EFIS: 0323000121 QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-32-31.5/37.8
Work Description: COLD PLANE AND PLACE HMA.
Location Description: BUTTE COUNTY FROM 1.6 MILES NORTH OF 120G/PLATT MOUNTAIN ROAD TO TEHAMA COUNTY LINE
Contractor Name: LAMON CONSTRUCTION CO., INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-06-13-45
TL Number from the TL Form: 778839
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: 06/13/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/30/2025
The quantity of what the sample constitutes: 1
A brief description of the sample: 1 can
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number: 1
Sublot number: 10
Tank number:
Time of sample:
HMA Supplier: Teichert Hallwood
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton 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: 2025-06-13-45-1
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: 07/02/2025
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: does not comply
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.310 kPa
Phase Angle (δ) (for the 10 cycles) 86.0 degree
Complex Modulus (G*) (for the 10 measurements) 2.574 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.58 kPa