Summary for Test 2022-01-24-47-4

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 44444
DEA: ASCP
EFIS: ASCP
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for Asphalt Supplier Certification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date01/24/2022 Sample Unique Key47
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 testing01/24/2022
Sample typeQuality Control A brief description of the sampleTank 2001
The quantity of what the sample constitutes1 of 1 From where was the sample collectedManufacturer
First name of sampler or witnessed byMolly Last name of sampler or witnessed byGibney
Title of sampler Telephone number of sampler
Laboratory sample identificationAC-2015-WS Linked DIME Sample ID
The fabricator/manufacturer/facility nameWest Sacramento,CA 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 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierVSS Emultech - West Sacramento CA MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-01-24-47
DIME Test ID: 2022-01-24-47-4
Testing Lab: VSS Emultech - West Sacramento
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: 2022-02-11

Test Results


Phase: Original binder
Input Type: Calculated
Tester's full name: VSS Emultech
Date of test: 02/11/2022
Test Plate Diameter: no data
Phase Angle (δ) (for the 10 cycles): no data
Dynamic Shear, G*/sin(δ): 1.24 kPa
General comments (publicly viewable) (Max 1000 characters): Submitted from ASCP bulk upload.

Test was verified on 2/11/2022