Summary for Test 2021-12-13-39-2

Test performed: AASHTO T315-20

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 Date12/13/2021 Sample Unique Key39
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 testing01/18/2022
Sample typeVerification A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes2 OF 2 cans, split sample From where was the sample collectedManufacturer
First name of sampler or witnessed byMolly Last name of sampler or witnessed byGibney
Title of samplerCOC Program Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID2021-12-13-36
The fabricator/manufacturer/facility nameVSS Emultech West Sac Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number2001
Time of sample0800 HMA Supplier
Asphalt Binder SupplierVSS Emultech - West Sacramento CA MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 JMF Verification ID

Test Details

DIME Sample ID: 2021-12-13-39
DIME Test ID: 2021-12-13-39-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-01-25

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 01/19/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.145 kPa
Phase Angle (δ) (for the 10 cycles): 87.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.209 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.21 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 1/25/2022