Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002288 DEA: 024K0004
QA Service Level: 1
DIST-CO-RTE-PM: 02---unknown
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2026-05-21-62
TL Number from the TL Form: 854568
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: 05/21/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/08/2026
The quantity of what the sample constitutes: 2, 1 quart cans
A brief description of the sample: 2 CANS OF BINDER
From where was the sample collected: Source
Laboratory sample identification: 80208
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA
Performance Grade: PG 58-22
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: JF SHEA FAWNDALE
Certified Asphalt Supplier: Albina Asphalt - Klamath Falls - Klamath Falls OR
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2026-05-21-62-1
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: 06/11/2026
Date Tested: 06/09/2026
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
|
0.182 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
86.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.513 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.52 kPa
|
