Test 2021-08-17-19-6 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 993160
DEA: 010J3204
EFIS: 0119000009
MINOR: 01A6022
DIST-CO-RTE-PM01-MEN-128-28.1/28.1
Work DescriptionBoonville MS Overlay
Location DescriptionBoonville Maintenance Station
Sample Information
Sample Taken Date8/17/2021 Sample Unique Key19
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing8/20/2021
Sample typeAcceptance A brief description of the samplePG76-22M
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byC Last name of sampler or witnessed byMolik
Title of samplerTET Laboratory sample identification
The fabricator/manufacturer/facility nameValero Transportation Laboratory (TL) Number637830
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 76-22 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-08-17-19
DIME Test ID: 2021-08-17-19-6
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-09-09
Test Results

Phase: RTFO residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/27/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.120 kPa
Phase Angle (δ) (for the 10 cycles): 69.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.195 kPa
Test Temperature: 82.0 C
Dynamic Shear, G*/sin(δ): 1.28 kPa
General comments (publicly viewable) (Max 1000 characters): G* Sin (delta) @ 2.2 < 80 max

Test was verified on 09/09/2021