Test 2021-08-23-35-9 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 44444
DEA: ASCP
EFIS: ASCP
DIST-CO-RTE-PM59---
Work DescriptionSpecial project for submitting Sample information for Asphalt Supplier Certification Program.
Location DescriptionNot set
Sample Information
Sample Taken Date8/23/2021 Sample Unique Key35
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing8/30/2021
Sample typeQuality Control A brief description of the sampleTank 5001
The quantity of what the sample constitutes1 of 2 From where was the sample collectedManufacturer
First name of sampler or witnessed byPAT OPS Last name of sampler or witnessed byPAT OPS
Title of sampler Laboratory sample identification7622M-082321
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 number5001
Time of sample HMA Supplier
Asphalt Binder SupplierValero-NuStar PAT - Pittsburg CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-08-23-35
DIME Test ID: 2021-08-23-35-9
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: 2021-09-15
Test Results

Input Type: Calculated
Tester's full name: APART
Date of test: 08/31/2021
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: 152.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.345
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/15/2021