Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001389 DEA: 030J5204 EFIS: 0319000293
QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV,PLA-20-Var
Work Description: CAPITAL PREVENTIVE MAINTENANCE (CAPM) - COLD PLANE AC PVMT, HMA (TYPE A), & DRAINAGE SYSTEMS.
Location Description: NEVADA AND PLACER COUNTIES AT VARIOUS LOCATIONS FROM 0.1 MILE EAST OF DOW ROAD TO 0.5 MILE EAST OF YUBA PASS SEPARATION AND OVERHEAD
Contractor Name: KNIFE RIVER COMPANY
Contractor Address: 1764 SKYWAY, CHICO, CA 95928
Resident Engineer: Lucas Price Structure Rep.: Unknown
DIME Sample ID: 2026-06-23-34
TL Number from the TL Form:
Sample Submitted By Organization: Blackburn Consulting
Sample Organization Contact: (916) 375-8706
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: 06/26/2026
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG 58-22
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction - Hallwood
Performance Grade: PG 58-22
Modified: No
Lot number: 3
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: Knife River Construction - Hallwood
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number: HR22771900
DIME Test ID: 2026-06-23-34-1
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: 06/29/2026
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
|
0.151 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
87.1 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.255 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.26 kPa
|
