Test 2021-04-23-5-5 (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 Date4/23/2021 Sample Unique Key5
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 testing4/23/2021
Sample typeAcceptance A brief description of the sample Asphalt Binder
The quantity of what the sample constitutes1 of 1can From where was the sample collectedSource
First name of sampler or witnessed byTrevor Last name of sampler or witnessed byMccurry
Title of samplerGranite tech Laboratory sample identification
The fabricator/manufacturer/facility nameGranite Bradshaw Transportation Laboratory (TL) Numberc783794
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number4
Sublot number2 Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-04-23-5
DIME Test ID: 2021-04-23-5-5
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: 2021-04-29
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 04/29/2021
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: 984.0 mN
Beam deflection 60.0 s: 1.247 µm
Measured Stiffness Modulus 60.0 s: 63.600 mPa
Estimated Stiffness Modulus 60.0 s: 63.600 mPa
Difference between stiffness moduli 60.0 s: -2.40 %
Estimated m-value 60.0 s: 0.421
General comments (publicly viewable) (Max 1000 characters): PER 2018 STANDARD SPECS

Test was verified on 04/29/2021