Test 2020-11-25-3-8 (AASHTO T350-19) Summary

Project Information
Project IdentifiersProject ID: 55555
DEA: AMRL
EFIS: AMRL
DIST-CO-RTE-PM59---
Work DescriptionSpecial project for submitting Sample information for AASHTO Materials Reference Laboratory (AMRL).
Location DescriptionNot set
Sample Information
Sample Taken Date11/25/2020 Sample Unique Key3
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 testing11/30/2020
Sample typeProficiency A brief description of the sampleAsphalt Binder PG 70-22 ER
The quantity of what the sample constitutes1 can, Due DEC, 25 From where was the sample collectedSource
First name of sampler or witnessed byAASHTO resource Last name of sampler or witnessed byAASHTO resource
Title of samplerOregon Cooperative Test Group Laboratory sample identification
The fabricator/manufacturer/facility nameAASHTO resource Transportation Laboratory (TL) Number308
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 76-22 M
ModifiedYes Lot number
Sublot number Tank numberNot set
Time of sampleNot set HMA SupplierNot set
Asphalt Binder SupplierNot set MultigradeNot set
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2020-11-25-3
DIME Test ID: 2020-11-25-3-8
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: 2020-12-10
Test Results

Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 12/10/2020
PG test temperature: 58.0 C
Average percent recovery at 0.1 kPa: 57.8800 %
Average percent recovery at 3.2 kPa: 42.5300 %
Nonrecoverable creep compliance: 0.2335
Nonrecoverable creep compliance: 0.3194
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 63.8300 %
General comments (publicly viewable) (Max 1000 characters): tested @ 58c per instructions

Test was verified on 12/10/2020