Test 2021-05-10-19-6 (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 Date5/10/2021 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 testing5/20/2021
Sample typeVerification A brief description of the sampleBinder
The quantity of what the sample constitutes1 out of 1 From where was the sample collectedManufacturer
First name of sampler or witnessed byKevin Last name of sampler or witnessed byMcKinney
Title of samplerCOC Program Laboratory sample identification051021-9
The fabricator/manufacturer/facility namePNAC llc fernley 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 number9
Time of sample7AM HMA Supplier
Asphalt Binder SupplierPNAC LLC - Fernley NV MultigradeNo
Multigrade TypeNot set JMF Verification ID
Test Details
DIME Sample ID: 2021-05-10-19
DIME Test ID: 2021-05-10-19-6
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: 2021-06-01
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 06/01/2021
Minimum test bath temperature at 240 s: -18.0 C
Maximum test bath temperature at 240 s: -18.0 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: 204.000 mPa
Estimated Stiffness Modulus 60.0 s: 204.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.318
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/01/2021