Summary for Test 2024-11-19-51-3

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 Date11/19/2024 Sample Unique Key51
Date that the sample was received by the laboratory/organization performing the testing12/16/2024 Sample typeVerification
A brief description of the sampleTank The quantity of what the sample constitutes1 of 1
From where was the sample collectedManufacturer First name of sampler or witnessed byDonald
Last name of sampler or witnessed byWeeks Title of sampler
Telephone number of sampler Laboratory sample identification111924-36
Linked DIME Sample ID2024-11-19-48 The fabricator/manufacturer/facility nameFontana 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
Modified Lot number
Sublot number Tank number
Time of sample10:00am HMA Supplier
Certified Asphalt SupplierAdvantage Sealing Systems - Fontana CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2024-11-19-51
DIME Test ID: 2024-11-19-51-3
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: 2025-01-29

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Alexis Vargas-Bastida
Date of test: 01/10/2025
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 73.122 kPa
Phase Angle (δ) (for the 10 cycles): 40.7 degree
Complex Modulus (G*) (for the 10 measurements): 7275.528 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 4744 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 1/29/2025 ✔