Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 99999 DEA: 0322222
QA Service Level:
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2019-12-18-3
TL Number from the TL Form: C671791
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 12/18/2019
Date that the sample was received by the laboratory/organization performing the testing: 12/19/2019
The quantity of what the sample constitutes: 1 day of production
A brief description of the sample: PG 64-16
From where was the sample collected: Other
Laboratory sample identification: AB196371
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia
DIME Test ID: 2019-12-18-3-1
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 12/19/2019
Date Tested: 12/19/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt 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:
Test Plate Diameter
|
25.0 mm
|
Test Gap
|
1 µm
|
Test Temperature (Specimen 1)
|
64.0 C
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
10.00 %
|
Stress Amplitude
|
1 kPa
|
Complex Modulus (G*) (for the 10 measurements)
|
3.230 kPa
|
Phase
|
RTFO residue
|
Phase Angle (δ) (for the 10 cycles)
|
77.9 degree
|
Dynamic Shear, G*/sin(δ)
|
3.30 kPa
|
(G*) x sin(δ)=
|
3 kPa
|