Summary for Test 2023-10-25-57-3

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 Date10/25/2023 Sample Unique Key57
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 testing11/27/2023
Sample typeQuality Control A brief description of the sampleAsphalt Binder Sample
The quantity of what the sample constitutes1 Can From where was the sample collectedSupplier
First name of sampler or witnessed byTomas Last name of sampler or witnessed byReneau
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID2023-10-25-43
The fabricator/manufacturer/facility nameWestern Emulsion White City 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 SupplierWestern Emulsions -White City Emulsion Plant - White City OR MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-10-25-57
DIME Test ID: 2023-10-25-57-3
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: 2023-12-04

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 12/01/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 20.036 kPa
Phase Angle (δ) (for the 10 cycles): 55.1 degree
Complex Modulus (G*) (for the 10 measurements): 1993.375 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 1635 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 12/4/2023