Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995018 DEA: 09392204 EFIS: 0922000038
QA Service Level: 1
DIST-CO-RTE-PM: 09---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-08-22-61
TL Number from the TL Form: 997502
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 08/22/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/15/2023
The quantity of what the sample constitutes: 1 can of binder
A brief description of the sample: Binder Can
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Lee Vining
Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: VSS Emultech - West Sacramento CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2023-08-22-61-1
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 09/22/2023
Date Tested: 09/22/2023
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
|
12.00 %
|
|
Stress Amplitude
|
0.229 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
85.2 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.899 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.91 kPa
|
