Summary for Test 2021-10-04-51-9

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 Date10/04/2021 Sample Unique Key51
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 testing10/04/2021
Sample typeQuality Control A brief description of the sampleTank 5003
The quantity of what the sample constitutes1 of 2 From where was the sample collectedManufacturer
First name of sampler or witnessed byPAT Last name of sampler or witnessed byOPS
Title of sampler Telephone number of sampler
Laboratory sample identification7622M-100421 Linked DIME Sample ID
The fabricator/manufacturer/facility namePittsburg, 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 76-22 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierValero-NuStar PAT - Pittsburg CA MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2021-10-04-51
DIME Test ID: 2021-10-04-51-9
Testing Lab: Valero-NuStar PAT - Pittsburg
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: 2021-10-22

Test Results


Input Type: Calculated
Tester's full name: APART
Date of test: 10/08/2021
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: 152.000 mPa
Estimated Stiffness Modulus 60.0 s: 151.500 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.323
General comments (publicly viewable) (Max 1000 characters): Had to add as did not upload via bulk

Test was verified on 10/22/2021