Summary for Test 2024-04-20-4-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 66669
DEA: JMF-DATA
EFIS: JMF-DATA
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for storing JMF sample data
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date04/20/2024 Sample Unique Key4
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 testing04/20/2024
Sample typeVerification A brief description of the samplePG 64-16 Binder
The quantity of what the sample constitutes4 qts From where was the sample collectedSource
First name of sampler or witnessed byGlenn Last name of sampler or witnessed byBradley
Title of samplerNot set Telephone number of samplerNot set
Laboratory sample identificationNot set Linked DIME Sample IDNot set
The fabricator/manufacturer/facility nameTeichert - Grantline Transportation Laboratory (TL) NumberNot set
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNot set Lot numberNot set
Sublot numberNot set Tank numberNot set
Time of sampleNot set HMA SupplierNot set
Certified Asphalt SupplierNot set MultigradeYes
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2024-04-20-4
DIME Test ID: 2024-04-20-4-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2024-04-30

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 04/26/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 29.865 kPa
Phase Angle (δ) (for the 10 cycles): 53.4 degree
Complex Modulus (G*) (for the 10 measurements): 2971.508 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2386 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 4/30/2024