Summary for Test 2024-10-01-104-8

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 55556
DEA: OCR
EFIS: OCR
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for Oregon Corp. Research.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date10/01/2024 Sample Unique Key104
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 testing10/15/2024
Sample typeProficiency A brief description of the samplesample ID 353
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byChristopher Last name of sampler or witnessed byCamargo
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameErgon Asphalt and Emulsions Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierErgon Asphalt & Emulsions Incorporated - Las Vegas NV MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-10-01-104
DIME Test ID: 2024-10-01-104-8
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: 2025-02-05

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Alexis Vargas-Bastida
Date of test: 01/08/2025
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 16.884 kPa
Phase Angle (δ) (for the 10 cycles): 48.4 degree
Complex Modulus (G*) (for the 10 measurements): 1679.964 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 1256 kPa
General comments (publicly viewable) (Max 1000 characters): Test @ 16C

Test was verified on 2/5/2025