Test 2021-06-14-44-6 (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 Date6/14/2021 Sample Unique Key44
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 testing7/14/2021
Sample typeVerification A brief description of the samplePG64-28
The quantity of what the sample constitutes1 OF 5 CANS From where was the sample collectedManufacturer
First name of sampler or witnessed byK Last name of sampler or witnessed byM
Title of sampler Laboratory sample identificationPG642861421KF16
The fabricator/manufacturer/facility nameAlbina - Klamath Falls, OR 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 number18
Time of sample HMA Supplier
Asphalt Binder SupplierAlbina Asphalt - Klamath Falls Plant - Klamath Falls OR MultigradeNo
Multigrade Type JMF Verification ID
Test Details
DIME Sample ID: 2021-06-14-44
DIME Test ID: 2021-06-14-44-6
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: 2021-07-22
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 07/22/2021
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: 998.0 mN
Beam deflection 60.0 s: 0.547 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: no data
Estimated m-value 60.0 s: 0.328
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/22/2021