Test 2021-02-16-23-6 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 214515
DEA: 024F6004
EFIS: 0213000012
DIST-CO-RTE-PM02-SIS,TRI-36,96,299-VAR
Work DescriptionBRIDGE DECK REPAIR, POLYESTER OVERLAY AND RAIL REPLACEMENT.
Location DescriptionSISKIYOU AND TRINITY COUNTIES AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date2/16/2021 Sample Unique Key23
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 testing3/2/2021
Sample typeAcceptance A brief description of the sampleTEST Asphalt Binder - JFM
The quantity of what the sample constitutes2 of 2 cans From where was the sample collectedSource
First name of sampler or witnessed byC Last name of sampler or witnessed byBryant
Title of samplerTET Laboratory sample identification
The fabricator/manufacturer/facility nameValero - Benicia Transportation Laboratory (TL) Number815632
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes 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: 2021-02-16-23
DIME Test ID: 2021-02-16-23-6
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: 2021-03-12
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 03/12/2021
Minimum test bath temperature at 240 s: -18.1 C
Maximum test bath temperature at 240 s: -18.0 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: 186.000 mPa
Estimated Stiffness Modulus 60.0 s: 186.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.332
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 03/12/2021