Test 2021-06-03-23-5 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 215776
DEA: 061B2004
EFIS: 0620000159
MINOR: 06A2658
DIST-CO-RTE-PM06---
Work DescriptionNot set
Location DescriptionNot set
Sample Information
Sample Taken Date6/3/2021 Sample Unique Key23
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 testing6/9/2021
Sample typeAcceptance A brief description of the sampleTEST #1 Asphalt Binder
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byG Last name of sampler or witnessed byLitt
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameSan Joaquin Refinery Transportation Laboratory (TL) Number040383
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 number1
Sublot number2 Tank number9001
Time of sample HMA SupplierPapich Construction
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-06-03-23
DIME Test ID: 2021-06-03-23-5
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: 2021-06-14
Test Results

Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 06/11/2021
Minimum test bath temperature at 240 s: 0.0 C
Maximum test bath temperature at 240 s: 0.0 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: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 97.200 mPa
Estimated Stiffness Modulus 60.0 s: 97.100 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.369
General comments (publicly viewable) (Max 1000 characters): BBR as per 2018 standard specs

Test was verified on 06/14/2021