Summary for Test 2023-06-04-8-1

Test performed: AASHTO T315-22

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 Date06/04/2023 Sample Unique Key8
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 testing06/22/2023
Sample typeVerification A brief description of the sampleTank 3B
The quantity of what the sample constitutes1 of 1 From where was the sample collectedManufacturer
First name of sampler or witnessed byJoan Last name of sampler or witnessed byDo
Title of sampler Telephone number of sampler
Laboratory sample identification06043-483 Linked DIME Sample ID2023-06-04-2
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 70-10
Modified Lot number
Sublot number Tank number3B
Time of sample07:00 HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Wilmington CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-06-04-8
DIME Test ID: 2023-06-04-8-1
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: 2023-06-23

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 06/23/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.152 kPa
Phase Angle (δ) (for the 10 cycles): 86.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.263 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.26 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 6/23/2023