Test 2021-08-13-15-5 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 214700
DEA: 030F2804
EFIS: 0312000069
DIST-CO-RTE-PM03-SAC-99-7.1/9.4
Work DescriptionDillard Overcrossing and McConnel Overhead
Location DescriptionHwy 99, Elk Grove, CA
Sample Information
Sample Taken Date8/13/2021 Sample Unique Key15
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 typeAcceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1 of 1 From where was the sample collectedSource
First name of sampler or witnessed byDerrick Last name of sampler or witnessed byMorales
Title of samplerGranite Tech Laboratory sample identification
The fabricator/manufacturer/facility nameValero Transportation Laboratory (TL) Number849116
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number5
Sublot number15 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: 2021-08-13-15
DIME Test ID: 2021-08-13-15-5
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: 2021-08-30
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 08/25/2021
Minimum test bath temperature at 240 s: -6.0 C
Maximum test bath temperature at 240 s: -5.9 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: 986.0 mN
Beam deflection 60.0 s: 0.859 µm
Measured Stiffness Modulus 60.0 s: 92.600 mPa
Estimated Stiffness Modulus 60.0 s: 92.600 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.398
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 08/30/2021