Test 2020-07-21-16-6 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 212899
DEA: 051C6704
EFIS: 0512000194
DIST-CO-RTE-PM05-SCR-17-0.2-0.5
Work DescriptionPASATIEMPO RETAINING WALL -
Location DescriptionIN SANTA CRUZ FROM 0.5 MILE TO 0.3 MILES SOUTH OF PASATIEMPO OVERCROSSING
Sample Information
Sample Taken Date7/21/2020 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 testing7/28/2020
Sample typeAcceptance A brief description of the sampleTEST Asphalt Binder PG 64-16
The quantity of what the sample constitutes1 can, #1 TEST From where was the sample collectedSource
First name of sampler or witnessed byL Last name of sampler or witnessed byAmparan
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameSan Joaquin Refinery Transportation Laboratory (TL) Number972754
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 number1
Sublot number1 HMA Design ID
Test Details
DIME Sample ID: 2020-07-21-16
DIME Test ID: 2020-07-21-16-6
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: 2020-09-24
Test Results

Input Type: Measured
Tester's full name: Sunday Agude
Date of test: 08/07/2020
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: 347.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.355
General comments (publicly viewable) (Max 250 characters):

Test was verified on 09/24/2020