Summary for Test 2023-12-27-19-3

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 Date12/27/2023 Sample Unique Key19
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 testing01/10/2024
Sample typeVerification A brief description of the samplePG70-10 Asphalt Binder
The quantity of what the sample constitutes1 of 2 cans 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 sampler6618527352
Laboratory sample identification7010231227 Linked DIME Sample ID2023-12-27-18
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 70-10
ModifiedNo Lot number7010231227
Sublot number Tank number9001
Time of sample7:45 am HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-12-27-19
DIME Test ID: 2023-12-27-19-3
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: 2024-01-12

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 01/12/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 56.357 kPa
Phase Angle (δ) (for the 10 cycles): 60.9 degree
Complex Modulus (G*) (for the 10 measurements): 5607.441 kPa
Test Temperature (Specimen 1): 37.0 C
(G*) x sin(δ)=: 4900 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 1/12/2024