Summary for Test 2022-02-01-19-6

Test performed: AASHTO T313-19

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 Date02/01/2022 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 testing02/01/2022
Sample typeVerification A brief description of the sampleTank 501
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 samplerNot set Telephone number of samplerNot set
Laboratory sample identification22-027 Linked DIME Sample IDNot set
The fabricator/manufacturer/facility nameGlendale, AZ Transportation Laboratory (TL) NumberNot set
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNot set Lot numberNot set
Sublot numberNot set Tank numberNot set
Time of sampleNot set HMA SupplierNot set
Certified Asphalt SupplierHollyFrontier MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-02-01-19
DIME Test ID: 2022-02-01-19-6
Testing Lab: HollyFrontier Asphalt Company LLC
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2022-02-11

Test Results


Input Type: Calculated
Tester's full name: HFAC
Date of test: 02/11/2022
Time test started: no data
Flags issued by software during test: no data
Correlation coefficient (R²): 0
Regression coefficient a: no data
Regression coefficient b: no data
Regression coefficient c: no data
Load at time 0.0: 0.0 mN
Deflection at time 0.0 s: 0.000 µm
Load at time 0.5 s: 0.0 mN
Deflection at time 0.5 s: 0.000 µm
Load at 60.0 s: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: no data
Estimated Stiffness Modulus 60.0 s: 100.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: no data
General comments (publicly viewable) (Max 1000 characters): Submitted from ASCP bulk upload.

Test was verified on 2/11/2022