Summary for Test 2024-02-29-48-6

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 Date02/29/2024 Sample Unique Key48
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 testing03/26/2024
Sample typeQuality Control A brief description of the sampleSample A
The quantity of what the sample constitutes1 of 2 cans of PG 64-28 From where was the sample collectedOther
First name of sampler or witnessed byJohn Last name of sampler or witnessed byMalusky
Title of samplerAASSHTO Resource Telephone number of sampler(240) 436-4900
Laboratory sample identificationSample 275 A Linked DIME Sample ID
The fabricator/manufacturer/facility nameAASSHTO Resource 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 64-28
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierAASHTO resource MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-02-29-48
DIME Test ID: 2024-02-29-48-6
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: 2024-04-24

Test Results


Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 04/16/2024
PG test temperature: 64.0 C
Average percent recovery at 0.1 kPa: 70.6400 %
Average percent recovery at 3.2 kPa: 41.6500 %
Nonrecoverable creep compliance: 41.0400
Nonrecoverable creep compliance: 0.5948
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 1.2974 %
General comments (publicly viewable) (Max 1000 characters): MSCR

Test was verified on 4/24/2024