Test 2021-09-24-25-4 (AASHTO T315-12) Summary

Project Information
Project IdentifiersProject ID: 215697
DEA: 07318204
EFIS: 0715000286
DIST-CO-RTE-PM07-LA-Route 1-4.0/4.2
Work DescriptionCM/GC Project - Work consists of constructing secant wall and slope restoration
Location Descriptionnear Point Mugu State Park 0.4 mile South of Sycamore Canyon Road.
Sample Information
Sample Taken Date9/24/2021 Sample Unique Key25
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 testing9/29/2021
Sample typeVerification 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 byAlex and Zaid Last name of sampler or witnessed byqc
Title of sampler Laboratory sample identification0561-21
The fabricator/manufacturer/facility nameAAA-Irwindale Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type JMF Verification ID
Test Details
DIME Sample ID: 2021-09-24-25
DIME Test ID: 2021-09-24-25-4
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: 2021-10-05
Test Results

Input Type: Calculated
Tester's full name: Babak Rezaei
Date of test: 10/01/2021
Phase: RTFO residue
Phase Angle (δ) (for the 10 cycles): 87.6 degree
Dynamic Shear, G*/sin(δ):2.61 kPa
(G*) x sin(δ)=:no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/05/2021