Summary for Test 2023-10-31-106-1

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 Date10/31/2023 Sample Unique Key106
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 testing03/27/2024
Sample typeQuality Assurance A brief description of the sampleTank 18
The quantity of what the sample constitutes2 of 2 sample split From where was the sample collectedManufacturer
First name of sampler or witnessed byERIC Last name of sampler or witnessed byHICKS
Title of sampler Telephone number of sampler
Laboratory sample identification101620236416 Linked DIME Sample ID2023-10-31-104
The fabricator/manufacturer/facility nameStockton, CA 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 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierPacific Northwest Oil - Stockton CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-10-31-106
DIME Test ID: 2023-10-31-106-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
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: 2024-03-28

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 03/28/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.156 kPa
Phase Angle (δ) (for the 10 cycles): 87.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.297 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.30 kPa
General comments (publicly viewable) (Max 1000 characters): Juan Direction, Original DSR

Test was verified on 3/28/2024