Test 2021-02-10-6-6 (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 Date2/10/2021 Sample Unique Key6
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 testing2/11/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 of 1 can 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) Number
Inspector Lot Number from the Transportation Laboratory (TL) Formc790487 Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierNot set
Asphalt Binder SupplierNot set MultigradeNot set
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-02-10-6
DIME Test ID: 2021-02-10-6-6
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: 2021-02-19
Test Results

Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 02/18/2021
Minimum test bath temperature at 240 s: -6.0 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: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 80.900 mPa
Estimated Stiffness Modulus 60.0 s: 81.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.383
General comments (publicly viewable) (Max 1000 characters): as per 2018 standard specs

Test was verified on 02/19/2021