Test 2021-07-08-31-2 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 213411
DEA: 030H10U4
EFIS: 0317000246
DIST-CO-RTE-PM03-SAC-5-9.7/24.9
Work DescriptionNot set
Location DescriptionConstruction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Sample Information
Sample Taken Date7/8/2021 Sample Unique Key31
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 testing7/19/2021
Sample typeVerification A brief description of the sampleAsphalt Binder PG 64-16
The quantity of what the sample constitutes1 Can From where was the sample collectedManufacturer
First name of sampler or witnessed byJim Last name of sampler or witnessed byCarroll
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility namePacific Northwest Oil Transportation Laboratory (TL) Number843944
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 number
Sublot number Tank number
Time of sample HMA SupplierTeichert
Asphalt Binder SupplierPacific Northwest Oil - Stockton CA MultigradeNo
Multigrade Type JMF Verification ID
Test Details
DIME Sample ID: 2021-07-08-31
DIME Test ID: 2021-07-08-31-2
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: 2021-07-28
Test Results

Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 07/21/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.100 kPa
Phase Angle (δ) (for the 10 cycles): 87.8 degree
Complex Modulus (G*) (for the 10 measurements): 0.834 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 0.83 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 07/28/2021