Summary for Test 2022-05-02-68-1

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 Date05/02/2022 Sample Unique Key68
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 testing06/20/2022
Sample typeVerification A brief description of the sampleTank 3410
The quantity of what the sample constitutes1 of 1 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-270-2075 Linked DIME Sample ID2022-05-02-57
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 number3410
Time of sample HMA Supplier
Certified Asphalt SupplierVSS Emultech - Redding CA MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-05-02-68
DIME Test ID: 2022-05-02-68-1
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: 2022-07-01

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/28/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.182 kPa
Phase Angle (δ) (for the 10 cycles): 86.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.515 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.52 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 7/1/2022