Summary for Test 2022-04-11-29-1

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 Date04/11/2022 Sample Unique Key29
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 testing05/10/2022
Sample typeQuality Assurance A brief description of the sampleTank 3410
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 sampler Telephone number of sampler
Laboratory sample identificationAC-270-2064 Linked DIME Sample ID2022-04-11-20
The fabricator/manufacturer/facility nameRedding, 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 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierVSS Emultech - Redding CA MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 HMA Design ID

Test Details

DIME Sample ID: 2022-04-11-29
DIME Test ID: 2022-04-11-29-1
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: 2022-05-13

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 05/12/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.172 kPa
Phase Angle (δ) (for the 10 cycles): 86.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.436 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.44 kPa
General comments (publicly viewable) (Max 1000 characters): ORIG

Test was verified on 5/13/2022