Test 2021-06-07-16-5 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 212324
DEA: 033F5104
EFIS: 0313000020
DIST-CO-RTE-PM03-YUB-20-R18.1/R20.1
Work DescriptionConstruct bridge, realign curve & widen shoulders.
Location DescriptionConstruction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road.
Sample Information
Sample Taken Date6/7/2021 Sample Unique Key16
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 testing6/14/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder Sample
The quantity of what the sample constitutes2 Cans From where was the sample collectedSource
First name of sampler or witnessed byNot Provided Last name of sampler or witnessed byNot Provided
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameMarathon Transportation Laboratory (TL) Number741874
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 number
Sublot number1 Tank number2
Time of sample HMA SupplierTeichert Hallwood
Asphalt Binder SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-06-07-16
DIME Test ID: 2021-06-07-16-5
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: 2021-06-17
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 06/16/2021
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: 965.0 mN
Beam deflection 60.0 s: 0.773 µm
Measured Stiffness Modulus 60.0 s: 101.000 mPa
Estimated Stiffness Modulus 60.0 s: 101.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.382
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 06/17/2021