Summary for Test 2024-02-20-10-3

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 Date02/20/2024 Sample Unique Key10
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 testing03/04/2024
Sample typeVerification A brief description of the sampleTank 101
The quantity of what the sample constitutes1 of 1 From where was the sample collectedManufacturer
First name of sampler or witnessed byAndromita Last name of sampler or witnessed byAvenetti
Title of sampler Telephone number of sampler
Laboratory sample identification230220-6416-01 Linked DIME Sample ID2024-02-20-9
The fabricator/manufacturer/facility nameMojave, CA 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 64-16
ModifiedNo Lot number
Sublot number Tank number101
Time of sample10 AM HMA Supplier
Certified Asphalt SupplierWestern Emulsions Incorporated - Mojave CA MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-02-20-10
DIME Test ID: 2024-02-20-10-3
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: 2024-03-09

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 03/07/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 33.795 kPa
Phase Angle (δ) (for the 10 cycles): 49.3 degree
Complex Modulus (G*) (for the 10 measurements): 3362.531 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2549 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 3/9/2024