Summary for Test 2024-05-06-50-1

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 Date05/06/2024 Sample Unique Key50
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 testing05/17/2024
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 identification050624-6416-001 Linked DIME Sample ID2024-05-06-38
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: 2024-05-06-50
DIME Test ID: 2024-05-06-50-1
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: 2024-05-30

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 05/29/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.196 kPa
Phase Angle (δ) (for the 10 cycles): 87.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.627 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.63 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 5/30/2024