Test 2021-08-05-27-3 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 212112
DEA: 080C2514
EFIS: 0816000076
COOP: 081645
DIST-CO-RTE-PM08-SBD-10-0.0/13.2
Work DescriptionDesign-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location DescriptionLA/SBD County Line to PM 13.2 near I-15
Sample Information
Sample Taken Date8/5/2021 Sample Unique Key27
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 testing8/16/2021
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 byVulcan QC Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0467-21
The fabricator/manufacturer/facility nameVulcan-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 64-28 M
ModifiedYes 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: 2021-08-05-27
DIME Test ID: 2021-08-05-27-3
Testing Lab: CT - Southern Regional Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-08-20
Test Results

Phase: Original binder
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 08/18/2021
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 71.2 degree
Dynamic Shear, G*/sin(δ):1.64 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/20/2021