Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002024 DEA: 044AC704 EFIS: 0420000148
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-8/15.3
Work Description: PAVEMENT - Repaving from Nellen to Miller Creek
Location Description:
Contractor Name: Ghilotti Brothers Incorporated
Contractor Address: 525 Jacoby Street, San Rafael, CA 94901
Resident Engineer: Habteselassie Dawit Structure Rep.: Mohammad S. Alam
DIME Sample ID: 2026-07-08-48
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: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 07/08/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/10/2026
The quantity of what the sample constitutes: 4 cans
A brief description of the sample: 64-16 JMF verification
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DUTRA- DRUM PLANT
Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: DUTRA MATERIALS- RICHMOND
Certified Asphalt Supplier: Albina Asphalt - Chowchilla - Chowchilla CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number: 1066766
DIME Test ID: 2026-07-08-48-1
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: 07/13/2026
Date Tested: 07/13/2026
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
|
0.171 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
86.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.416 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.42 kPa
|
