Summary for Test 2021-03-07-2-6

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 44444
DEA: ASCP
EFIS: ASCP
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for Asphalt Supplier Certification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date03/07/2021 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 testing04/14/2021
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 Telephone number of sampler
Laboratory sample identification030721-826 Linked DIME Sample ID
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
Certified Asphalt SupplierValero Marketing & Supply - Wilmington CA MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

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 mN
Deflection at time 0.0 s: 0 µm
Load at time 0.5 s: 0 mN
Deflection at time 0.5 s: 0 µm
Load at 60.0 s: 989 mN
Beam deflection 60.0 s: 1.208 µm
Measured Stiffness Modulus 60.0 s: 66 mPa
Estimated Stiffness Modulus 60.0 s: 66 mPa
Difference between stiffness moduli 60.0 s: 0 %
Estimated m-value 60.0 s: 0.411
General comments (publicly viewable) (Max 1000 characters): BBR

Test was verified on 4/22/2021