Test 2021-09-20-36-2 (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 Date9/20/2021 Sample Unique Key36
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 testing9/20/2021
Sample typeQuality Control A brief description of the sampleTk 20004
The quantity of what the sample constitutes1 of 2 From where was the sample collectedManufacturer
First name of sampler or witnessed byDon Last name of sampler or witnessed byPowell
Title of samplerQuality Manager Laboratory sample identification6410210920
The fabricator/manufacturer/facility nameBakersfield, 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 64-10
ModifiedNo Lot number6410210920
Sublot number Tank number20004
Time of sample8:15 am HMA Supplier
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-09-20-36
DIME Test ID: 2021-09-20-36-2
Testing Lab: San Joaquin Refinery - Bakersfield
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: 2021-10-04
Test Results

Input Type: Calculated
Tester's full name: Don Conner
Date of test: 09/21/2021
Time test started: 11:05:36 HH:MM:SS
Flags issued by software during test: None
Correlation coefficient (R²): 0.99998
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: 146.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.453
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/04/2021