Summary for Test 2025-09-15-91-1

Test performed: AASHTO T315-24

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 Date09/15/2025 Sample Unique Key91
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 testing11/07/2025
Sample typeVerification A brief description of the sampleTank 08
The quantity of what the sample constitutes2 of 2 From where was the sample collectedManufacturer
First name of sampler or witnessed byJoshua Last name of sampler or witnessed byDeLaFuente
Title of sampler Telephone number of sampler
Laboratory sample identificationTK0809152025 Linked DIME Sample ID2025-09-15-77
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 58-22
Modified Lot number
Sublot number Tank number08
Time of sample12:15 HMA Supplier
Certified Asphalt SupplierPacific Asphalt Distribution - Mojave CA MultigradeYes
Multigrade TypePG 58-22 / PG 58-16 Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-09-15-91
DIME Test ID: 2025-09-15-91-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
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: 2025-11-12

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 11/10/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.205 kPa
Phase Angle (δ) (for the 10 cycles): 87.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.702 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.70 kPa
General comments (publicly viewable) (Max 1000 characters): Original

Test was verified on 11/12/2025