Summary for Test 2023-12-25-7-3

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 Date12/25/2023 Sample Unique Key7
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 testing01/02/2024
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 identification122523-6416-001 Linked DIME Sample ID2023-12-25-1
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 numberTank 112
Time of sample6:00 AM 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: 2023-12-25-7
DIME Test ID: 2023-12-25-7-3
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: 2024-01-04

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 01/04/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 46.010 kPa
Phase Angle (δ) (for the 10 cycles): 53.4 degree
Complex Modulus (G*) (for the 10 measurements): 4577.947 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 3675 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 1/4/2024