*Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Sample Record for 2019-12-18-3


Project Information

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: Contractor Address:
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-12-18-3
TL Number from the TL Form: C671791
Sample Submitted By Organization: CT HQ - 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:

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:

Test Results

Test 1 of 1

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 - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Test Plate Diameter 25.0 mm
Test Gap 1 ┬Ám
Test Temperature 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