Summary for Test 2024-02-22-25-3

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 Date02/22/2024 Sample Unique Key25
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 testing03/13/2024
Sample typeVerification A brief description of the samplePG 64-16 Asphalt Binder
The quantity of what the sample constitutes2 of 2 split sample From where was the sample collectedManufacturer
First name of sampler or witnessed byDon Last name of sampler or witnessed byConner
Title of sampler Sr Asphalt Technician Telephone number of sampler6614327352
Laboratory sample identification6416240222 Linked DIME Sample ID2024-02-22-24
The fabricator/manufacturer/facility nameSan Joaquin Refinery, Bakersfield, 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 number6416240222
Sublot number Tank number32001
Time of sample9:50 am HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-02-22-25
DIME Test ID: 2024-02-22-25-3
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: 2024-04-03

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 03/18/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 54.405 kPa
Phase Angle (δ) (for the 10 cycles): 59.6 degree
Complex Modulus (G*) (for the 10 measurements): 5413.276 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 4669 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 4/3/2024