Summary for Test 2021-10-19-10-3

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 55555
DEA: AMRL
EFIS: AMRL
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for AASHTO Materials Reference Laboratory (AMRL).
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date10/19/2021 Sample Unique Key10
Date that the sample was received by the laboratory/organization performing the testing10/18/2021 Sample typeProficiency
A brief description of the sample266 (B) The quantity of what the sample constitutes2 CANS PSP
From where was the sample collectedSource First name of sampler or witnessed byAASHTO resource
Last name of sampler or witnessed byAASHTO resource Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAASHTO resource PSP
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 64-28
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierAASHTO Resource - Frederick MD MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2021-10-19-10
DIME Test ID: 2021-10-19-10-3
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: 2021-10-25

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 10/25/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.185 kPa
Phase Angle (δ) (for the 10 cycles): 56.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.547 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.86 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 10/25/2021 ✔