Test 2021-03-29-18-9 (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 Date3/29/2021 Sample Unique Key18
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 testing3/29/2021
Sample typeQuality Control A brief description of the sampleAsphalt Binder PG 70-10
The quantity of what the sample constitutes1 of 2 cans From where was the sample collectedManufacturer
First name of sampler or witnessed byDon Last name of sampler or witnessed byConner
Title of samplerAsphalt Technician Laboratory sample identificationPG7010210329
The fabricator/manufacturer/facility nameSan Joaquin Refinery, Bakersfield, CA 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 number
Time of sample HMA Supplier
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-03-29-18
DIME Test ID: 2021-03-29-18-9
Testing Lab: San Joaquin Refinery - Bakersfield
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: 2021-04-20
Test Results

Input Type: Calculated
Tester's full name: John Partanen
Date of test: 03/30/2021
Time test started: 10:44:33 HH:MM:SS
Flags issued by software during test: None
Correlation coefficient (R²): 0.999992
Regression coefficient a: 2.8300
Regression coefficient b: -0.1650
Regression coefficient c: -0.0578
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: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 225.000 mPa
Estimated Stiffness Modulus 60.0 s: 225.000 mPa
Difference between stiffness moduli 60.0 s: 0.00 %
Estimated m-value 60.0 s: 0.370
General comments (publicly viewable) (Max 1000 characters): Test @ 0C

Test was verified on 04/20/2021