Summary for Test 2022-06-21-58-1

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 Date06/21/2022 Sample Unique Key58
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 testing07/14/2022
Sample typeVerification A brief description of the sampleTank 533
The quantity of what the sample constitutes1 of 1 From where was the sample collectedManufacturer
First name of sampler or witnessed byThomas Last name of sampler or witnessed byLudlum
Title of sampler Telephone number of sampler
Laboratory sample identification22-148 Linked DIME Sample ID2022-06-21-51
The fabricator/manufacturer/facility nameGlendale, AZ 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
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierHolly Frontier Asphalt Company - Glendale AZ MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-06-21-58
DIME Test ID: 2022-06-21-58-1
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: 2022-07-29

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/21/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.145 kPa
Phase Angle (δ) (for the 10 cycles): 88.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.209 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.21 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 7/29/2022