Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001369 DEA: 010K1504 EFIS: 0120000035
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-125.2/R126.1
Work Description: EARTHWORK, HMA-A, DRAINAGE, AND HIGH FRICTION SURFACE TREATMENT.
Location Description: HUMBOLDT COUNTY NEAR ORICK FROM 0.9 MILE SOUTH TO SOUTH PRAIRIE CREEK PARK UNDERCROSSING
Contractor Name: G R SUNDBERG INC
Contractor Address: 5211 Boyd Road, Arcata, CA 95521
Resident Engineer: Ryan Dunne Structure Rep.: Unknown
DIME Sample ID: 2026-08-07-18
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: 08/07/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2026
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: 1 can of PG 64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kernen Blue Lake Plant
Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Kernen- Blue Lake
Certified Asphalt Supplier: VSS Emultech - Redding - Redding CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: 1/2" HMA-A 15% RAP PG 64-16
HMA Supplier Mix ID Number: NOT LISTED ON TL 101
DIME Test ID: 2026-08-07-18-1
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: 08/11/2026
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
|
0.189 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
86.0 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.569 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.57 kPa
|
