Test 2021-04-05-18-8 (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 Date4/5/2021 Sample Unique Key18
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 testing4/5/2021
Sample typeQuality Control A brief description of the samplePG64-16/64-10
The quantity of what the sample constitutes1 of 2 cans From where was the sample collectedManufacturer
First name of sampler or witnessed byDon Last name of sampler or witnessed byPowell
Title of samplerQuality COC Manager Laboratory sample identificationPG6416-210404
The fabricator/manufacturer/facility nameSan Joaquin Refinery 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 64-16
ModifiedNo Lot number
Sublot number Tank number32001
Time of sample10:30 am HMA Supplier
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeYes
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-04-05-18
DIME Test ID: 2021-04-05-18-8
Testing Lab: San Joaquin Refinery - Bakersfield
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: 2021-04-28
Test Results

Input Type: Calculated
Tester's full name: John Partanen
Date of test: 04/06/2021
Time test started: 10:37:59 HH:MM:SS
Flags issued by software during test: None
Correlation coefficient (R²): 0.999983
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: 147.000 mPa
Estimated Stiffness Modulus 60.0 s: 147.000 mPa
Difference between stiffness moduli 60.0 s: 0.00 %
Estimated m-value 60.0 s: 0.401
General comments (publicly viewable) (Max 1000 characters): Test @ -6.0C

Test was verified on 04/28/2021