Test 2021-05-17-3-4 (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 Date5/17/2021 Sample Unique Key3
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 testing5/19/2021
Sample typeVerification A brief description of the samplepg64-16
The quantity of what the sample constitutes1 of 1 From where was the sample collectedSource
First name of sampler or witnessed byDerrick Last name of sampler or witnessed byMorales
Title of samplerGranite Tech Laboratory sample identification1550708954
The fabricator/manufacturer/facility nameGranite Transportation Laboratory (TL) NumberC850180
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 number4
Sublot number12 Tank number
Time of sample23:59 HMA Supplier
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeYes
Multigrade TypeNot set JMF Verification ID
Test Details
DIME Sample ID: 2021-05-17-3
DIME Test ID: 2021-05-17-3-4
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: 2021-06-01
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 05/26/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 37.431 kPa
Phase Angle (δ) (for the 10 cycles): 48.1 degree
Complex Modulus (G*) (for the 10 measurements): 3742.800 kPa
Test Temperature: 28.0 C
(G*) x sin(δ)=: 2786 kPa
General comments (publicly viewable) (Max 1000 characters): per 2018 Standard Specifications PAV

Test was verified on 06/01/2021