Summary for Test 2020-11-25-9-14

Test performed: AASHTO T350-19

Project Information

Project IdentifiersProject ID: 55555
Award DateNot set
Closeout DateNot set
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 Key9
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 testing01/05/2021
Sample typeProficiency A brief description of the sampleAsphalt Binder OREGON COOP
The quantity of what the sample constitutes1 can, Due JAN 25 From where was the sample collectedManufacturer
First name of sampler or witnessed byB Last name of sampler or witnessed byS
Title of sampler Telephone number of sampler
Laboratory sample identification309 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMcCall Oli and Chemical Corp 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 numberPG 64-22
Time of sample HMA SupplierNot set
Asphalt Binder SupplierNot set MultigradeNot set
Multigrade TypeNot set HMA Design ID

Test Details

DIME Sample ID: 2020-11-25-9
DIME Test ID: 2020-11-25-9-14
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: 2021-01-13

Test Results

Input Type: Measured
Tester's full name: Eva Torres
Date of test: 01/13/2021
PG test temperature: 64.0 C
Average percent recovery at 0.1 kPa: 4.9900 %
Average percent recovery at 3.2 kPa: 0.0000 %
Nonrecoverable creep compliance: 2.2171
Nonrecoverable creep compliance: 2.6245
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 100.0000 %
General comments (publicly viewable) (Max 1000 characters): MSCR

Test was verified on 1/13/2021