Test 2021-09-07-7-7 (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 Date9/7/2021 Sample Unique Key7
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 testing9/7/2021
Sample typeProficiency A brief description of the samplePG70-34
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedSource
First name of sampler or witnessed byOREGON COOP Last name of sampler or witnessed byOREGON COOP
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameIdaho Asphalt Supply, Inc 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 70-22
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA SupplierSAMPLE 317
Asphalt Binder SupplierOregon Corp - Salem OR MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-09-07-7
DIME Test ID: 2021-09-07-7-7
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: 2021-09-23
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 09/22/2021
Minimum test bath temperature at 240 s: -24.0 C
Maximum test bath temperature at 240 s: -24.0 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: 975.0 mN
Beam deflection 60.0 s: 0.305 µm
Measured Stiffness Modulus 60.0 s: 258.000 mPa
Estimated Stiffness Modulus 60.0 s: 258.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.306
General comments (publicly viewable) (Max 1000 characters): TEST @ -24C per 2018 standard specifications

Test was verified on 09/23/2021