Summary for Test 2022-05-03-64-5

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 Date05/03/2022 Sample Unique Key64
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 testing07/01/2022
Sample typeQuality Control 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 samplerSr Research Technician Telephone number of sampler6614327352
Laboratory sample identification7010220503 Linked DIME Sample ID2022-05-03-59
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 number7010220503
Sublot number Tank number9001
Time of sample7:15am HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-05-03-64
DIME Test ID: 2022-05-03-64-5
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: 2022-07-27

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/21/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 39.116 kPa
Phase Angle (δ) (for the 10 cycles): 61.0 degree
Complex Modulus (G*) (for the 10 measurements): 3911.614 kPa
Test Temperature (Specimen 1): 37.0 C
(G*) x sin(δ)=: 3421 kPa
General comments (publicly viewable) (Max 1000 characters): pav+3

Test was verified on 7/27/2022