Summary for Test 2022-09-20-2-6

Test performed: AASHTO T350-19

Project Information

Project IdentifiersProject ID: 55555
DEA: AMRL
EFIS: AMRL
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for AASHTO Materials Reference Laboratory (AMRL).
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date09/20/2022 Sample Unique Key2
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 testing09/19/2022
Sample typeProficiency A brief description of the sample270 (B)
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byAASHTO Resouces Last name of sampler or witnessed byAASHTO Resouces
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAASHTO Resouces 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 76-22 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierAASHTO Resource - Frederick MD MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-09-20-2
DIME Test ID: 2022-09-20-2-6
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: 2022-10-06

Test Results


Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 09/27/2022
PG test temperature: 76.0 C
Average percent recovery at 0.1 kPa: 95.6200 %
Average percent recovery at 3.2 kPa: 92.9400 %
Nonrecoverable creep compliance: 0.0628
Nonrecoverable creep compliance: 0.0912
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 45.1600 %
General comments (publicly viewable) (Max 1000 characters): MCSR

Test was verified on 10/6/2022