Test 2021-08-31-38-3 (AASHTO T315-12) Summary

Project Information
Project IdentifiersProject ID: 215756
DEA: 074W9304
EFIS: 0720000195
DIST-CO-RTE-PM07-LA-105-R0.0/R12.9
Work DescriptionAPPLY SLURRY SEAL TO ROADWAY.
Location DescriptionLOS ANGELES COUNTY IN EL SEGUNDO AND LYNWOOD FROM CALIFORNIA STREET TO ATLANTIC AVENUE UNDERCROSSING
Sample Information
Sample Taken Date8/31/2021 Sample Unique Key38
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 testing9/8/2021
Sample typeAcceptance A brief description of the samplePG Asphalt Binder
The quantity of what the sample constitutes1 Quart Can From where was the sample collectedSupplier
First name of sampler or witnessed byG Last name of sampler or witnessed byZubieta
Title of sampler Laboratory sample identificationC923895
The fabricator/manufacturer/facility nameVulcan Irwindale Transportation Laboratory (TL) NumberC923895
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 Supplier
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-08-31-38
DIME Test ID: 2021-08-31-38-3
Testing Lab: CT - Southern Regional Laboratory
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-09-10
Test Results

Input Type: Calculated
Tester's full name: Babak Rezaei
Date of test: 09/09/2021
Phase: Original binder
Phase Angle (δ) (for the 10 cycles): 86.0 degree
Dynamic Shear, G*/sin(δ):1.38 kPa
(G*) x sin(δ)=:no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/10/2021