Summary for Test 2023-07-25-99-3

Test performed: AASHTO T315-22

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 Date07/25/2023 Sample Unique Key99
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 testing07/25/2023
Sample typeVerification A brief description of the sampleTank 16
The quantity of what the sample constitutes1 of 1 From where was the sample collectedManufacturer
First name of sampler or witnessed byERIC Last name of sampler or witnessed byHICKS
Title of samplerNot set Telephone number of samplerNot set
Laboratory sample identification72520237010 Linked DIME Sample IDNot set
The fabricator/manufacturer/facility nameStockton, CA Transportation Laboratory (TL) NumberNot set
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNot set Lot numberNot set
Sublot numberNot set Tank numberNot set
Time of sampleNot set HMA SupplierNot set
Certified Asphalt SupplierPacific NorthWest Oil MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2023-07-25-99
DIME Test ID: 2023-07-25-99-3
Testing Lab: Pacific Northwest Oil
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2024-03-04

Test Results


Phase: Original binder
Input Type: Calculated
Tester's full name: MS
Date of test: 03/04/2024
Phase Angle (δ) (for the 10 cycles): no data
Dynamic Shear, G*/sin(δ): 1.09 kPa
General comments (publicly viewable) (Max 1000 characters): Submitted from ASCP bulk upload.

Test was verified on 3/4/2024