Test 2021-07-07-27-3 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215191
DEA: 010F6804
EFIS: 0116000044
DIST-CO-RTE-PM01-HUM-299-38.9/39.5
Work DescriptionPLACE HMA-A & RHMA-G, & CONSTRUCT MECHANICALLY STABILIZED EMBANKMENT.
Location DescriptionHUMBOLDT COUNTY AT WILLOW CREEK FROM 0.1 MILE WEST OF WILLOW WAY TO PANTHER ROAD
Sample Information
Sample Taken Date7/7/2021 Sample Unique Key27
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 testing8/4/2021
Sample typeAcceptance A brief description of the samplebinder
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byD Last name of sampler or witnessed byOwens
Title of samplerPEI Laboratory sample identification
The fabricator/manufacturer/facility nameValero Benicia Transportation Laboratory (TL) Number00000
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 58-34 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: 2021-07-07-27
DIME Test ID: 2021-07-07-27-3
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: 2021-08-11
Test Results

Phase: RTFO residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/09/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.557 kPa
Phase Angle (δ) (for the 10 cycles): 60.3 degree
Complex Modulus (G*) (for the 10 measurements): 5.565 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 6.41 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications

Test was verified on 08/11/2021