Test 2020-11-25-9-13 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 55555
DEA: AMRL
EFIS: AMRL
DIST-CO-RTE-PM59---
Work DescriptionSpecial project for submitting Sample information for AASHTO Materials Reference Laboratory (AMRL).
Location DescriptionNot set
Sample Information
Sample Taken Date11/25/2020 Sample Unique Key9
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 testing1/5/2021
Sample typeProficiency A brief description of the sampleAsphalt Binder OREGON COOP
The quantity of what the sample constitutes1 can, Due JAN 25 From where was the sample collectedManufacturer
First name of sampler or witnessed byB Last name of sampler or witnessed byS
Title of sampler Laboratory sample identification309
The fabricator/manufacturer/facility nameMcCall Oli and Chemical Corp 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 64-28
ModifiedNo Lot number
Sublot number Tank numberPG 64-22
Time of sample HMA SupplierNot set
Asphalt Binder SupplierNot set MultigradeNot set
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2020-11-25-9
DIME Test ID: 2020-11-25-9-13
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
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: 2021-01-13
Test Results

Input Type: Measured
Tester's full name: Harish Thaur
Date of test: 01/13/2021
Minimum test bath temperature at 240 s: -12.0 C
Maximum test bath temperature at 240 s: -12.0 C
Time of test load application: no data
File name of test data: no data
Time beam in bath: no data
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: 158.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.339
General comments (publicly viewable) (Max 1000 characters): BBR

Test was verified on 01/13/2021