Test 2021-07-08-53-6 (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 Date7/8/2021 Sample Unique Key53
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 testing8/18/2021
Sample typeVerification A brief description of the sampleBINDER
The quantity of what the sample constitutes3 cans From where was the sample collectedManufacturer
First name of sampler or witnessed byThomas Last name of sampler or witnessed byLudlum
Title of samplerCOC Program Laboratory sample identification
The fabricator/manufacturer/facility nameHollyFrontier Asphalt Company LLC 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
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierHolly Frontier Asphalt Company - Glendale AZ MultigradeNo
Multigrade TypePG 64-16 / PG 64-10 JMF Verification ID
Test Details
DIME Sample ID: 2021-07-08-53
DIME Test ID: 2021-07-08-53-6
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: 2021-08-30
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 08/24/2021
Minimum test bath temperature at 240 s: -6.1 C
Maximum test bath temperature at 240 s: -6.0 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: 987.0 mN
Beam deflection 60.0 s: 0.918 µm
Measured Stiffness Modulus 60.0 s: 86.700 mPa
Estimated Stiffness Modulus 60.0 s: 86.600 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.385
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/30/2021