Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000697 DEA: 021J75U4 EFIS: 0224000092
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-36-14.4/R16.8
Work Description: PLACE HMA AND CLASS 2 AB, EXCAVATE ROADWAY, & INSTALL LIGHTING SYSTEM.
Location Description: LASSEN COUNTY ABOUT 9 MILES WEST OF SUSANVILLE FROM 1.3 MILES WEST TO 1.2 MILES EAST OF WILLARD CREEK ROAD
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: HAT CREEK CONSTRUCTION & MATERIALS, INC. 24339 Hwy 89 North, burney, CA, 96013
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown
DIME Sample ID: 2026-07-22-62
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: Production Start-Up
Type of Material: Asphalt Binder
Sample Taken Date: 07/22/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/08/2026
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: 3/4""
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Albina - Klamath Falls
Performance Grade: PG 58-34
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Tank ward lake plant HCC
Certified Asphalt Supplier: Albina Asphalt - Klamath Falls - Klamath Falls OR
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: 3/4"
HMA Supplier Mix ID Number: na
DIME Test ID: 2026-07-22-62-1
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: 08/12/2026
Date Tested: 08/10/2026
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
|
0.154 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
84.2 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.277 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.28 kPa
|
