Summary for Test 2021-06-24-25-5

Test performed: AASHTO T315-16

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 Date06/24/2021 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 testing07/13/2021
Sample typeQuality Control A brief description of the samplePG64-28M Modified Binder
The quantity of what the sample constitutes2nd Can of Split Sample From where was the sample collectedManufacturer
First name of sampler or witnessed byJohn Last name of sampler or witnessed byPartenan
Title of sampler Sr Asphalt Technician Telephone number of sampler6614327352
Laboratory sample identification6428210624 Linked DIME Sample ID2021-06-24-20
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 64-28 M
ModifiedYes Lot number6428210624
Sublot number Tank number5005
Time of sample7:40 am HMA Supplier
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2021-06-24-25
DIME Test ID: 2021-06-24-25-5
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-07-23

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/16/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 37.762 kPa
Phase Angle (δ) (for the 10 cycles): 53.0 degree
Complex Modulus (G*) (for the 10 measurements): 3776.202 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 3016 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 7/23/2021