Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001510 DEA: 021J2904 EFIS: 0220000055
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-299-88.1/89.5
Work Description: CABLE NET ATTENUATOR, ROADWAY EXCAVATION AND BOULDER REMOVAL.
Location Description: SHASTA COUNTY NEAR FALL RIVER MILLS FROM 2.7 MILES WEST OF FALL RIVER GOLF ROAD TO 1.2 MILES WEST OF FALL RIVER GOLF ROAD
Contractor Name: Bugler Construction (Kevin Hoffert)
Contractor Address: 4847 Hopyard Rd, Suite 4 #395, Pleasanton, CA 94588
Resident Engineer: Kyle Higgins Structure Rep.: Unknown
DIME Sample ID: 2026-06-15-90
TL Number from the TL Form: 875931
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: JMF Verification
Type of Material: Asphalt Binder
Sample Taken Date: 06/15/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/27/2026
The quantity of what the sample constitutes: 1 Can of binder
A brief description of the sample: 1 can of PG 64-28
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc. - Northstate Asphalt (Redding CA)
Performance Grade: PG 64-28
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Tullis - Northstate Asphalt - Redding, CA
Certified Asphalt Supplier: Albina Asphalt - Klamath Falls - Klamath Falls OR
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: 1/2" HMA-A 15% RAP PG 64-28
HMA Supplier Mix ID Number: NOT ON TL-101
DIME Test ID: 2026-06-15-90-1
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: 07/28/2026
Date Tested: 07/28/2026
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: does not comply
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.06 %
|
|
Stress Amplitude
|
0.241 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
80.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.002 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.03 kPa
|
DIME Test ID: 2026-06-15-90-2
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: 07/28/2026
Date Tested: 07/28/2026
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: does not comply
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.06 %
|
|
Stress Amplitude
|
0.241 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
80.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.002 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.03 kPa
|
