Test 2021-03-07-2-6 (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 Date3/7/2021 Sample Unique Key2
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 testing4/14/2021
Sample typeVerification A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 of 3 cans From where was the sample collectedManufacturer
First name of sampler or witnessed byNOT Last name of sampler or witnessed byPROVIDED
Title of sampler Laboratory sample identification030721-826
The fabricator/manufacturer/facility nameVALERO - WILMINGTON 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 number3A
Time of sample0800 HMA Supplier
Asphalt Binder SupplierValero Marketing & Supply - Wilmington CA MultigradeNot set
Multigrade TypeNot set JMF Verification ID
Test Details
DIME Sample ID: 2021-03-07-2
DIME Test ID: 2021-03-07-2-6
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: 2021-04-22
Test Results

Input Type: Calculated
Tester's full name: Akira Hasegawa
Date of test: 04/20/2021
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: 989.0 mN
Beam deflection 60.0 s: 1.208 µm
Measured Stiffness Modulus 60.0 s: 66.000 mPa
Estimated Stiffness Modulus 60.0 s: 66.000 mPa
Difference between stiffness moduli 60.0 s: 0.00 %
Estimated m-value 60.0 s: 0.411
General comments (publicly viewable) (Max 1000 characters): BBR

Test was verified on 04/22/2021