Test 2021-02-09-26-4 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 214700
DEA: 030F2804
EFIS: 0312000069
DIST-CO-RTE-PM03-SAC-99-7.1/9.4
Work DescriptionDillard Overcrossing and McConnel Overhead
Location DescriptionHwy 99, Elk Grove, CA
Sample Information
Sample Taken Date2/9/2021 Sample Unique Key26
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 testing2/9/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedSource
First name of sampler or witnessed byTyler Last name of sampler or witnessed byChristionson
Title of samplerGranite Tech Laboratory sample identification
The fabricator/manufacturer/facility nameValero Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Formc790486 Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number1
Sublot number9 Tank number
Time of sample HMA SupplierNot set
Asphalt Binder SupplierNot set MultigradeNot set
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-02-09-26
DIME Test ID: 2021-02-09-26-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-02-19
Test Results

Phase: RTFO residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 02/12/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.457 kPa
Phase Angle (δ) (for the 10 cycles): 81.2 degree
Complex Modulus (G*) (for the 10 measurements): 4.574 kPa
Test Temperature: 64.0 C
Dynamic Shear, G*/sin(δ): 4.63 kPa
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specifications

Test was verified on 02/19/2021