Summary for Test 2021-11-11-31-3

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 Date11/11/2021 Sample Unique Key31
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 testing12/09/2021
Sample typeVerification A brief description of the sampleTank 1
The quantity of what the sample constitutes1 of 3 From where was the sample collectedManufacturer
First name of sampler or witnessed byRaxon Last name of sampler or witnessed byReeve
Title of sampler Telephone number of sampler
Laboratory sample identificationPG64-28 Linked DIME Sample ID2021-11-11-28
The fabricator/manufacturer/facility namemadaras, Ca. 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 64-28
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierAlbina Asphalt - Madras Plant - Madras OR MultigradeNo
Multigrade Type JMF Verification ID

Test Details

DIME Sample ID: 2021-11-11-31
DIME Test ID: 2021-11-11-31-3
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: 2021-12-22

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 12/22/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.186 kPa
Phase Angle (δ) (for the 10 cycles): 82.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.554 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.57 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 12/22/2021