Test 2021-08-17-19-5 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 993160
DEA: 010J3204
EFIS: 0119000009
MINOR: 01A6022
DIST-CO-RTE-PM01-MEN-128-28.1/28.1
Work DescriptionBoonville MS Overlay
Location DescriptionBoonville Maintenance Station
Sample Information
Sample Taken Date8/17/2021 Sample Unique Key19
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 testing8/20/2021
Sample typeAcceptance A brief description of the samplePG76-22M
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byC Last name of sampler or witnessed byMolik
Title of samplerTET Laboratory sample identification
The fabricator/manufacturer/facility nameValero Transportation Laboratory (TL) Number637830
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 76-22 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-08-17-19
DIME Test ID: 2021-08-17-19-5
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: 2021-09-09
Test Results

Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 09/08/2021
Minimum test bath temperature at 240 s: -12.0 C
Maximum test bath temperature at 240 s: -12.0 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: 125.000 mPa
Estimated Stiffness Modulus 60.0 s: 125.000 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): as per 2018 standard specs

Test was verified on 09/09/2021