Summary for Test 2026-02-10-36-1

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 Date02/10/2026 Sample Unique Key36
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 testing02/23/2026
Sample typeVerification A brief description of the sampleTank 503
The quantity of what the sample constitutes2 of 2 From where was the sample collectedManufacturer
First name of sampler or witnessed bySamuel Last name of sampler or witnessed byCastro-Brockman
Title of sampler Telephone number of sampler
Laboratory sample identification26-027 Linked DIME Sample ID2026-02-10-22
The fabricator/manufacturer/facility nameHF Sinclair Asphalt - Glendale, AZ 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 76-22 M
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierHF Sinclair Asphalt - Glendale AZ MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2026-02-10-36
DIME Test ID: 2026-02-10-36-1
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: 2026-02-25

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 02/24/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.180 kPa
Phase Angle (δ) (for the 10 cycles): 62.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.492 kPa
Test Temperature (Specimen 1): 76.0 C
Dynamic Shear, G*/sin(δ): 1.69 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 2/25/2026