Test 2019-12-18-3-1 (AASHTO T315-12) Summary

Project Information
Project IdentifiersProject ID: 99999
DEA: 0322222
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Sample Information
Sample Taken Date12/18/2019 Sample Unique Key3
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing12/19/2019
Sample typeAcceptance A brief description of the samplePG 64-16
The quantity of what the sample constitutes1 day of production From where was the sample collectedOther
First name of sampler or witnessed byCLinton Last name of sampler or witnessed byEdmiston
Title of sampler Laboratory sample identificationAB196371
The fabricator/manufacturer/facility nameValero - Benicia Transportation Laboratory (TL) NumberC671791
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2019-12-18-3
DIME Test ID: 2019-12-18-3-1
Testing Lab: CT HQ - Hot Mix Asphalt Laboratory
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)
Test Release Date: 2019-12-19
Test Results

Input Type: Measured
Tester's full name: Clinton Edmiston
Date of test: 12/19/2019
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
General comments (publicly viewable) (Max 250 characters):

Test was verified on 12/19/2019