Summary for Test 2022-01-02-5-2

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 Date01/02/2022 Sample Unique Key5
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 testing02/10/2022
Sample typeVerification A brief description of the sampleTank 8
The quantity of what the sample constitutes2 OF 2 From where was the sample collectedManufacturer
First name of sampler or witnessed byEric Last name of sampler or witnessed byGauss
Title of sampler Telephone number of sampler
Laboratory sample identification010222-752 Linked DIME Sample ID2022-01-02-1
The fabricator/manufacturer/facility nameWilmington, 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 58-22
ModifiedNo Lot number
Sublot number Tank number8
Time of sample0800 HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Wilmington CA MultigradeYes
Multigrade TypePG 58-22 / PG 58-16 Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-01-02-5
DIME Test ID: 2022-01-02-5-2
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: 2022-02-18

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 02/13/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.161 kPa
Phase Angle (δ) (for the 10 cycles): 87.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.344 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.35 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 2/18/2022