Summary for Test 2024-10-01-102-3

Test performed: AASHTO T315-22

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 Date10/01/2024 Sample Unique Key102
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 testing10/17/2024
Sample typeVerification A brief description of the sampleTank 112
The quantity of what the sample constitutes1 of 1 From where was the sample collectedManufacturer
First name of sampler or witnessed byAnn Last name of sampler or witnessed byHamer
Title of sampler Telephone number of sampler
Laboratory sample identification100124-6416-001 Linked DIME Sample ID2024-10-01-83
The fabricator/manufacturer/facility nameCasa Grande, AZ 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 SupplierWright Asphalt Products Co. - Casa Grande AZ MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-10-01-102
DIME Test ID: 2024-10-01-102-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2025-01-23

Test Results


Phase: PAV residue
Input Type: Calculated
Tester's full name: Alexis Vargas-Bastida
Date of test: 01/15/2025
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 49.0 degree
(G*) x sin(δ)=: 4628 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 1/23/2025