Summary for Test 2024-02-29-49-6

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 Key49
Date that the sample was received by the laboratory/organization performing the testing03/26/2024 Sample typeQuality Control
A brief description of the sampleSample B The quantity of what the sample constitutes2 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 276 B
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
Bid ItemNot set

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
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2024-02-29-49
DIME Test ID: 2024-02-29-49-6
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: 04/22/2024
PG test temperature: 64.0 C
Average percent recovery at 0.1 kPa: 62.9600 %
Average percent recovery at 3.2 kPa: 34.3900 %
Nonrecoverable creep compliance: 45.3800
Nonrecoverable creep compliance: 0.7520
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 1.4861 %
General comments (publicly viewable) (Max 1000 characters): MSCR

Test was verified on 4/24/2024 ✔