Test 2021-06-14-14-2 (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 Date6/14/2021 Sample Unique Key14
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 testing6/14/2021
Sample typeQuality Control A brief description of the sampleCOC Asphalt Binder
The quantity of what the sample constitutes1 of 2, split sample From where was the sample collectedManufacturer
First name of sampler or witnessed byLuis Last name of sampler or witnessed byTorres
Title of samplerCOC Program Laboratory sample identification210614-03-7010
The fabricator/manufacturer/facility nameWestern Emulsions 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 70-10
ModifiedNo Lot number
Sublot number Tank number50K1
Time of sample12:45 PM HMA Supplier
Asphalt Binder SupplierWestern Emulsions - Coolidge Plant - Coolidge AZ MultigradeNo
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-06-14-14
DIME Test ID: 2021-06-14-14-2
Testing Lab: Western Emulsions, Inc. - Coolidge
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: 2021-09-08
Test Results

Input Type: Calculated
Tester's full name: Luis Torres
Date of test: 06/23/2021
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: 94.100 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.376
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/08/2021