Test 2020-09-28-39-8 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 213826
DEA: 023H1704
EFIS: 0217000066
DIST-CO-RTE-PM02-MOD-299-Var
Work DescriptionCOLD IN-PLACE RECYCLING COVERED WITH HMA, GUARDRAIL, STRIPING.
Location DescriptionMODOC COUNTY IN AND NEAR ALTURAS AT VARIOUS LOCATIONS FROM 0.3 MILE EAST OF ROCK CREEK BRIDGE TO PATTERSON STREET
Sample Information
Sample Taken Date9/28/2020 Sample Unique Key39
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 testing10/2/2020
Sample typeAcceptance A brief description of the sampleAB #1 Test
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byDorell Last name of sampler or witnessed byHarper
Title of samplerpse Laboratory sample identification
The fabricator/manufacturer/facility nameAlbina Transportation Laboratory (TL) Number002581
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 HMA Design ID
Test Details
DIME Sample ID: 2020-09-28-39
DIME Test ID: 2020-09-28-39-8
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: 2020-10-21
Test Results

Input Type: Measured
Tester's full name: Sunday Agude
Date of test: 10/15/2020
Minimum test bath temperature at 240 s: no data
Maximum test bath temperature at 240 s: no data
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: 152.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.319
General comments (publicly viewable) (Max 250 characters): Per 2018 Standard Specifications

Test was verified on 10/21/2020