Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000958 DEA: 021K0704 EFIS: 0224000048
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-139-11.0/16.0
Work Description: PERFORM PARTIAL DEPTH RECYCLING AND PLACE HOT MIX ASPHALT (TYPE A).
Location Description: LASSEN COUNTY ABOUT 9 MILES NORTH OF SUSANVILLE FROM 1.2 MILES SOUTH OF HAGATA ROAD TO 0.9 MILE SOUTH OF MEADOW CHANNEL BRIDGE
Contractor Name: S.T. RHOADES CONSTRUCTION, INC.
Contractor Address: P.O. Box 494520, Redding, CA 96049
Resident Engineer: Daniel Gibs Structure Rep.: Unknown
DIME Sample ID: 2025-10-06-55
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: 10/06/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/15/2025
The quantity of what the sample constitutes: 2 cans, split sample
A brief description of the sample: Binder PG 58-34 Non-Modified
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek - Shaw Pit Facility
Performance Grade: PG 58-34
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Hat Creek - Shaw Pit Facility
Certified Asphalt Supplier: Albina Asphalt (Klamath Falls Plant) - Klamath Falls OR
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2025-10-06-55-1
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: 10/27/2025
Date Tested: 10/27/2025
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
|
12.06 %
|
|
Stress Amplitude
|
0.195 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
82.3 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.618 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.63 kPa
|
