Summary for Test 2021-01-03-2-8

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 Date01/03/2021 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 testing03/29/2021
Sample typeVerification 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 byEric Last name of sampler or witnessed byGauss
Title of samplerCOC Program Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero Wilmington 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 58-16
ModifiedNo Lot number
Sublot number Tank numbertk8
Time of sample08:00am HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Wilmington CA MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-01-03-2
DIME Test ID: 2021-01-03-2-8
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: 2026-04-07

Test Results


Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 04/02/2021
PG test temperature: 58.0 C
Average percent recovery at 0.1 kPa: 6.6600 %
Average percent recovery at 3.2 kPa: 0.2400 %
Nonrecoverable creep compliance: 1.8263
Nonrecoverable creep compliance: 2.1974
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 20.3200 %
General comments (publicly viewable) (Max 1000 characters): MSCR Study

Test was verified on 4/7/2026