Test 2021-07-29-31-5 (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 Date7/29/2021 Sample Unique Key31
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 testing8/13/2021
Sample typeAcceptance A brief description of the samplePG64-28
The quantity of what the sample constitutes1 can From where was the sample collectedSupplier
First name of sampler or witnessed byK Last name of sampler or witnessed byM
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameAlbina 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 number5
Time of sample HMA Supplier
Asphalt Binder SupplierAlbina Asphalt - Klamath Falls Plant - Klamath Falls OR MultigradeYes
Multigrade TypePG 64-28 / PG 64-16 / PG 64-10 HMA Design ID
Test Details
DIME Sample ID: 2021-07-29-31
DIME Test ID: 2021-07-29-31-5
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: 2021-08-25
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 08/22/2021
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: 955.0 mN
Beam deflection 60.0 s: 0.385 µm
Measured Stiffness Modulus 60.0 s: 200.000 mPa
Estimated Stiffness Modulus 60.0 s: 200.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.340
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/25/2021