Test 2021-03-01-19-8 (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 Date3/1/2021 Sample Unique Key19
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 testing3/8/2021
Sample typeInformational A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 can, Due March 25 From where was the sample collectedManufacturer
First name of sampler or witnessed byOREGON COOP Last name of sampler or witnessed byOREGON COOP
Title of sampler Laboratory sample identification311
The fabricator/manufacturer/facility nameUS OIL REFINING CO 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 70-10
ModifiedNo Lot number
Sublot number Tank number3002
Time of sample23:28:00 HMA Supplier
Asphalt Binder SupplierPNAC LLC - Fernley NV MultigradeNot set
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-03-01-19
DIME Test ID: 2021-03-01-19-8
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: 2021-03-18
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 03/18/2021
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: 148.000 mPa
Estimated Stiffness Modulus 60.0 s: 148.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.311
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/18/2021