Test 2021-05-16-6-4 (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 Date5/16/2021 Sample Unique Key6
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 testing5/18/2021
Sample typeAcceptance A brief description of the sample Asphalt Binder
The quantity of what the sample constitutes1 of 1can From where was the sample collectedManufacturer
First name of sampler or witnessed byFrank Last name of sampler or witnessed byKnight
Title of samplerGranite tech Laboratory sample identification
The fabricator/manufacturer/facility nameGranite Bradshaw Transportation Laboratory (TL) Numberc850177
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 number9 Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-05-16-6
DIME Test ID: 2021-05-16-6-4
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: 2021-05-27
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 05/27/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 35.297 kPa
Phase Angle (δ) (for the 10 cycles): 48.3 degree
Complex Modulus (G*) (for the 10 measurements): 3529.235 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2635 kPa
General comments (publicly viewable) (Max 1000 characters): PAVas per 2018 standard specs

Test was verified on 05/27/2021