Summary for Test 2021-01-21-32-8

Test performed: AASHTO T350-19

Project Information

Project IdentifiersProject ID: 44444
DEA: ASCP
EFIS: ASCP
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for Asphalt Supplier Certification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date01/21/2021 Sample Unique Key32
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 testing03/08/2021
Sample typeInformational A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 of 4 cans From where was the sample collectedManufacturer
First name of sampler or witnessed byGustavo Last name of sampler or witnessed byMoreno
Title of samplerCOC Program Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameWORLD OIL 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 70-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierLunday Thagard Company-World Oil - South Gate CA MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-01-21-32
DIME Test ID: 2021-01-21-32-8
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: 2021-03-29

Test Results


Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 02/24/2021
PG test temperature: 70.0 C
Average percent recovery at 0.1 kPa: 1.7000 %
Average percent recovery at 3.2 kPa: 0.0000 %
Nonrecoverable creep compliance: 3.2850
Nonrecoverable creep compliance: 3.5818
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 9.0300 %
General comments (publicly viewable) (Max 1000 characters): MSCR Study

Test was verified on 3/29/2021