Test 2021-07-15-25-14 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 55556
DEA: OCR
EFIS: OCR
DIST-CO-RTE-PM59---
Work DescriptionSpecial project for submitting Sample information for Oregon Corp. Research.
Location DescriptionNot set
Sample Information
Sample Taken Date7/15/2021 Sample Unique Key25
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 testing7/21/2021
Sample typeProficiency A brief description of the samplePG58V-22
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedSource
First name of sampler or witnessed byna Last name of sampler or witnessed byna
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameUS Oil 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 58-22
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierOregon Corp - Salem OR MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-07-15-25
DIME Test ID: 2021-07-15-25-14
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: 2021-08-12
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 07/28/2021
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: 962.0 mN
Beam deflection 60.0 s: 0.937 µm
Measured Stiffness Modulus 60.0 s: 82.800 mPa
Estimated Stiffness Modulus 60.0 s: 82.700 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.344
General comments (publicly viewable) (Max 1000 characters): BBR @ -12c per 2018 standard specifications #2

Test was verified on 08/12/2021