Summary for Test 2024-01-25-24-16

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 Date01/25/2024 Sample Unique Key24
Date that the sample was received by the laboratory/organization performing the testing02/29/2024 Sample typeProficiency
A brief description of the samplePG 70-28ER The quantity of what the sample constitutes1 can
From where was the sample collectedManufacturer First name of sampler or witnessed byKevin
Last name of sampler or witnessed byMcKinney Title of sampler
Telephone number of sampler7758356366 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameOregon Coop
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 70-28 ER
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierPacific Northwest Oil - Stockton CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2024-01-25-24
DIME Test ID: 2024-01-25-24-16
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: 2024-02-01

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: KAREN
Date of test: 01/31/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 18.017 kPa
Phase Angle (δ) (for the 10 cycles): 53.6 degree
Complex Modulus (G*) (for the 10 measurements): 1792.631 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 1443 kPa
General comments (publicly viewable) (Max 1000 characters): PAV #2 @ 28c

Test was verified on 2/1/2024 ✔