Sample Record

Owner Lab

  • HollyFrontier Asphalt Company LLC

DIME Sample ID 2022-01-05-19

Sample is locked from editing. info

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

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2022-01-05-19-1AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)Thomas LudlumHollyFrontier Asphalt Company LLC01/05/2022Thomas Ludlum
Yes
01/12/2022
2022-01-05-19-2AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational ViscometerThomas LudlumHollyFrontier Asphalt Company LLC01/05/2022Thomas Ludlum
Yes
01/12/2022
2022-01-05-19-3THIS TEST HAS BEEN SUPERSEDED.
AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Thomas LudlumHollyFrontier Asphalt Company LLC01/05/2022Thomas Ludlum
Yes
01/12/2022THIS TEST HAS BEEN SUPERSEDED.
2022-01-05-19-4AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)Thomas LudlumHollyFrontier Asphalt Company LLC01/05/2022Thomas Ludlum
Yes
01/12/2022
2022-01-05-19-5AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a DuctilometerThomas LudlumHollyFrontier Asphalt Company LLC01/06/2022Thomas Ludlum
Yes
01/12/2022
2022-01-05-19-6AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)Thomas LudlumHollyFrontier Asphalt Company LLC01/06/2022Thomas Ludlum
Yes
01/12/2022
2022-01-05-19-7AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)Thomas LudlumHollyFrontier Asphalt Company LLC01/06/2022Thomas Ludlum
Yes
01/12/2022
2022-01-05-19-8AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open CupThomas LudlumHollyFrontier Asphalt Company LLC01/06/2022Thomas Ludlum
Yes
01/12/2022COC Flash instrument is automatic, barometric pressure is calculated to provide true flash point.
2022-01-05-19-9AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)Thomas LudlumHollyFrontier Asphalt Company LLC01/05/2022Thomas Ludlum
Yes
01/12/2022
2022-01-05-19-10AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)Thomas LudlumHollyFrontier Asphalt Company LLC01/05/2022Thomas Ludlum
Yes
01/12/2022Critical Phase Angle calculated to be 61.90°.