Summary for Test 2021-07-18-9-5

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 Date07/18/2021 Sample Unique Key9
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 testing08/05/2021
Sample typeQuality Control A brief description of the sampleAsphalt binder
The quantity of what the sample constitutes2 cans 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 sampler310-518-4000
Laboratory sample identification071821-751752 Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero Wilmington 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: 2021-07-18-9
DIME Test ID: 2021-07-18-9-5
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: 2021-08-12

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/11/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 52.864 kPa
Phase Angle (δ) (for the 10 cycles): 49.2 degree
Complex Modulus (G*) (for the 10 measurements): 5286.400 kPa
Test Temperature (Specimen 1): 25.0 C
(G*) x sin(δ)=: 4002 kPa
General comments (publicly viewable) (Max 1000 characters): PAV+3

Test was verified on 8/12/2021