Test 2021-03-22-17-9 (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 Date3/22/2021 Sample Unique Key17
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 testing3/22/2021
Sample typeQuality Control A brief description of the sampleAsphalt Binder PG 64-16
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 byConner
Title of samplerAsphalt Technician Laboratory sample identificationPG6416210308
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 sample07:45 am HMA Supplier
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeYes
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-03-22-17
DIME Test ID: 2021-03-22-17-9
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: 2021-04-15
Test Results

Input Type: Calculated
Tester's full name: Don Conner
Date of test: 03/23/2021
Time test started: 10:20:54 HH:MM:SS
Flags issued by software during test: None
Correlation coefficient (R²): 0.999997
Regression coefficient a: 2.7300
Regression coefficient b: -0.1920
Regression coefficient c: -0.0607
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: 160.000 mPa
Estimated Stiffness Modulus 60.0 s: 159.000 mPa
Difference between stiffness moduli 60.0 s: -0.62 %
Estimated m-value 60.0 s: 0.407
General comments (publicly viewable) (Max 1000 characters): Test @ -6C

Test was verified on 04/15/2021