Summary for Test 2026-08-18-86-1

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 Date08/18/2026 Sample Unique Key86
Date that the sample was received by the laboratory/organization performing the testing09/04/2026 Sample typeVerification
A brief description of the sampleTank 2001 The quantity of what the sample constitutes1 of 1
From where was the sample collectedManufacturer First name of sampler or witnessed byMolly
Last name of sampler or witnessed byGibney Title of sampler
Telephone number of sampler Laboratory sample identificationAC-3370-WS
Linked DIME Sample ID2026-08-18-81 The fabricator/manufacturer/facility nameWest Sacramento,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
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierVSS Emultech - West Sacramento - West Sacramento CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA Type HMA Supplier Mix ID Number

Test Details

DIME Sample ID: 2026-08-18-86
DIME Test ID: 2026-08-18-86-1
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: 2026-09-09

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 09/08/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.149 kPa
Phase Angle (δ) (for the 10 cycles): 87.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.233 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.23 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/9/2026