Summary for Test 2022-01-05-19-10

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 Date01/05/2022 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 testing01/05/2022
Sample typeQuality Control A brief description of the sampleAsphalt Binder Sample
The quantity of what the sample constitutes2 quart cans, split sample From where was the sample collectedSupplier
First name of sampler or witnessed byThomas Last name of sampler or witnessed byLudlum
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameHolly Frontier Glendale, 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 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierHolly Frontier Asphalt Company - Glendale AZ MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2022-01-05-19
DIME Test ID: 2022-01-05-19-10
Testing Lab: HollyFrontier Asphalt Company LLC
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: 2022-01-12

Test Results


Phase: RTFO residue
Input Type: Calculated
Tester's full name: Thomas Ludlum
Date of test: 01/05/2022
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 0.0 degree
Dynamic Shear, G*/sin(δ):2.75 kPa
General comments (publicly viewable) (Max 1000 characters): Critical Phase Angle calculated to be 61.90°.

Test was verified on 1/12/2022