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Sample Record for 2026-06-23-41

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Project Information

Project ID: 1001025 DEA: 023J3304 EFIS: 0222000035 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA,TEH-5,44,273-Var
Work Description: FURNISH AND PLACE POLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEALS.
Location Description: SHASTA AND TEHAMA COUNTIES AT VARIOUS LOCATIONS
Contractor Name: MCCUEN CONSTRUCTION, INC.
Contractor Address: 3132 thunder valley ct. ste 300, lincoln CA 95648
Resident Engineer: Nathan Alexander Structure Rep.: Chris Brace

Sample Information

DIME Sample ID: 2026-06-23-41
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: 06/23/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/01/2026
The quantity of what the sample constitutes: 2 CANS OF BINDER
A brief description of the sample: 58-22
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Fawndale

Material Information

Performance Grade: PG 58-22
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Albina Asphalt - Klamath Falls - Klamath Falls OR
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 2

Test Results

Test

DIME Test ID: 2026-06-23-41-1
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: 07/02/2026
Date Tested: 07/02/2026
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: does not comply
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.06 %
Stress Amplitude 0.255 kPa
Phase Angle (δ) (for the 10 cycles) 84.7 degree
Complex Modulus (G*) (for the 10 measurements) 2.115 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.12 kPa

Test

DIME Test ID: 2026-06-23-41-2
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: 07/06/2026
Date Tested: 07/02/2026
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 #2
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 12.06 %
Stress Amplitude 0.258 kPa
Phase Angle (δ) (for the 10 cycles) 84.5 degree
Complex Modulus (G*) (for the 10 measurements) 2.136 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.15 kPa