Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000637 DEA: 031H1404 EFIS: 0316000060
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-99-R3.1/5.0
Work Description: RHMA, HMA, LIGHTING SYSTEMS, CURB RAMPS, SIDEWALKS, AND DRIVEWAYS.
Location Description: BUTTE COUNTY IN AND NEAR GRIDLEY FROM HOLLIS LANE TO 0.2 MILE NORTH OF FORD AVENUE
Contractor Name: MARTIN BROTHERS CONSTRUCTION
Contractor Address: 8801 Folsom Blvd. Ste. 260, Sacramento, CA 95826
Resident Engineer: Dustin Watts Structure Rep.: Unknown
DIME Sample ID: 2026-06-08-39
TL Number from the TL Form: 955810
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: 06/08/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/22/2026
The quantity of what the sample constitutes: 1 can of 58-22
A brief description of the sample: 58-22
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: teichert hallwood
Performance Grade: PG 58-22
Modified:
Lot number: 1
Sublot number: 6
Tank number:
Time of sample:
HMA Supplier: Teichert Hallwood
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: Yes
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type:
HMA Supplier Mix ID Number:
DIME Test ID: 2026-06-08-39-1
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: 06/24/2026
Date Tested: 06/23/2026
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
|
0.152 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
87.9 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.262 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.26 kPa
|
