Summary for Test 2024-01-25-24-11

Test performed: AASHTO T350-19

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: 2024-01-25-24-11
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Test Release Date: 2024-02-01

Test Results


Input Type: Measured
Tester's full name: Eva Torres
Date of test: 01/30/2024
PG test temperature: 58.0 C
Average percent recovery at 0.1 kPa: 86.2800 %
Average percent recovery at 3.2 kPa: 80.6500 %
Nonrecoverable creep compliance: 0.0619
Nonrecoverable creep compliance: 0.0875
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 41.2700 %
General comments (publicly viewable) (Max 1000 characters): MSCR #1

Test was verified on 2/1/2024 ✔