Summary for Test 2023-07-24-66-9

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 Date07/24/2023 Sample Unique Key66
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 testing07/24/2023
Sample typeQuality Control A brief description of the sampleTank 20
The quantity of what the sample constitutes1 of 1 From where was the sample collectedManufacturer
First name of sampler or witnessed byMayra Last name of sampler or witnessed byNawrocki
Title of sampler Telephone number of sampler
Laboratory sample identificationV641607234 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCorona, CA 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 64-16
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSeventeen Twenty Oil Company - Corona CA MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-07-24-66
DIME Test ID: 2023-07-24-66-9
Testing Lab: Vector-horizon Associates Incorporated
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: 2023-08-09

Test Results


Input Type: Calculated
Tester's full name: shawn smith
Date of test: 08/09/2023
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: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.341
General comments (publicly viewable) (Max 1000 characters): Submitted from ASCP bulk upload.

Test was verified on 8/9/2023