Summary for Test 2025-10-13-20-4

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 212779
DEA: 021H5804
EFIS: 0216000024
DIST-CO-RTE-PM02-PLU-70-58.4/R78.4
Award DateNot set
Closeout Date10/03/2025
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date10/13/2025 Sample Unique Key20
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 testing10/22/2025
Sample typeProduction Start-Up A brief description of the sample64-28m
The quantity of what the sample constitutes2 cans. split sample From where was the sample collectedFabricator
First name of sampler or witnessed byRiley Last name of sampler or witnessed byM
Title of samplerconsultant Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameWestern NV Materials, Spanish Springs Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form972020 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes 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: 2025-10-13-20
DIME Test ID: 2025-10-13-20-4
Testing Lab: Atlas - Denver
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2025-11-06

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 11/05/2025
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.01 %
Stress Amplitude: 54.052 kPa
Phase Angle (δ) (for the 10 cycles): 44.5 degree
Complex Modulus (G*) (for the 10 measurements): 5378.097 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 3770 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 11/6/2025