Summary for Test 2025-03-19-54-7

Test performed: AASHTO T313-22

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 Date03/19/2025 Sample Unique Key54
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 testing03/19/2025
Sample typeInformational A brief description of the sample64-28M
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byVirkler
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID2025-03-19-21
The fabricator/manufacturer/facility nameErgon Asphalt and Emulsions Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes Lot number
Sublot number Tank number19
Time of sample0730 HMA Supplier
Certified Asphalt SupplierErgon Asphalt & Emulsions Incorporated - Las Vegas NV MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-03-19-54
DIME Test ID: 2025-03-19-54-7
Testing Lab: ABT Group
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2025-04-22

Test Results


Input Type: Calculated
Tester's full name: ABT
Date of test: 04/09/2025
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: 132.150 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.325
General comments (publicly viewable) (Max 1000 characters): Tested at -18.0C

Test was verified on 4/22/2025