Summary for Test 2026-09-06-4-3

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 Date09/06/2026 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing09/18/2026 Sample typeVerification
A brief description of the sampleTank 10 The quantity of what the sample constitutes2 of 2 cans
From where was the sample collectedManufacturer First name of sampler or witnessed byLisa
Last name of sampler or witnessed byDinh Title of sampler
Telephone number of sampler Laboratory sample identification090626-470
Linked DIME Sample ID2026-09-06-2 The fabricator/manufacturer/facility nameWilmington, 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
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Wilmington Refinery - Wilmington CA MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 Asphalt Binder Mix Number
HMA Type HMA Supplier Mix ID Number

Test Details

DIME Sample ID: 2026-09-06-4
DIME Test ID: 2026-09-06-4-3
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: 2026-10-14

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Sunday Agude
Date of test: 10/14/2026
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.01 %
Stress Amplitude: 50.350 kPa
Phase Angle (δ) (for the 10 cycles): 51.7 degree
Complex Modulus (G*) (for the 10 measurements): 5009.714 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 3932 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 10/14/2026 ✔