Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994231 DEA: 010J3104 EFIS: 0119000007 MINOR: 01A6194
QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK--
Work Description:
Location Description:
Contractor Name: WYLATTI RESOURCE MANAGEMENT, INC.
Contractor Address: P.O. Box 575, Covelo, CA 95428
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-01-26-45
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: 01/26/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/31/2023
The quantity of what the sample constitutes: 1 can
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: Valero Benicia
Performance Grade: PG 70-10
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Granite Construction 175 Plant
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2023-01-26-45-1
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: 02/01/2023
Date Tested: 02/01/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
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
|
0.159 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
85.7 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.329 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.33 kPa
|