Summary for Test 2025-08-18-64-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 995495
DEA: 101C2704
EFIS: 1014000097
DIST-CO-RTE-PM10-STA-5-27.1
Award Date03/28/2024
Closeout DateNot set
Work DescriptionREPLACE SAFETY ROADSIDE REST AREA.
Location DescriptionSTATE HIGHWAY IN STANISLAUS COUNTY ABOUT 1.0 MILE SOUTH OF SAN JOAQUIN COUNTY LINE AT THE WESTLEY SAFETY ROADSIDE REST AREA
QA Service Level1 (Verified on 11/20/2023)

Sample Information

Sample Taken Date08/18/2025 Sample Unique Key64
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 testing09/03/2025
Sample typeQuality Assurance A brief description of the sample1/2-inch Type A HMA, PG 64-16
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byTreven Last name of sampler or witnessed byFulkerson
Title of samplerTECHNICAN Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVernalis Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form043644 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number1
Sublot number2 Tank number
Time of sample HMA SupplierVernalis
Certified Asphalt SupplierPacific Northwest Oil - Stockton CA MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-08-18-64
DIME Test ID: 2025-08-18-64-1
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: 2025-10-03

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Atlas
Date of test: 09/22/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.140 kPa
Phase Angle (δ) (for the 10 cycles): 88.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.161 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.16 kPa
General comments (publicly viewable) (Max 1000 characters): Original

Test was verified on 10/3/2025