Test 2020-09-03-16-6 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 212657
DEA: 024G5004
EFIS: 0214000031
DIST-CO-RTE-PM02-TRI-299-1.9-2.3
Work DescriptionVIADUCT WIDENING
Location DescriptionTRINITY COUNTY NEAR SALYER FROM 0.1 MILE EAST TO 0.6 MILE EAST OF WHITE HOUSE GULCH ROAD
Sample Information
Sample Taken Date9/3/2020 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 testing9/11/2020
Sample typeQuality Assurance A brief description of the sampleAB PG 64-28M #1 Test
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byD Last name of sampler or witnessed byLockett
Title of samplerConsultant Laboratory sample identification
The fabricator/manufacturer/facility nameValero Benicia Transportation Laboratory (TL) Number036611
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 numberNot set
Time of sampleNot set HMA SupplierNot set
Asphalt Binder SupplierNot set MultigradeNot set
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2020-09-03-16
DIME Test ID: 2020-09-03-16-6
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: 2020-09-25
Test Results

Input Type: Measured
Tester's full name: Sunday Agude
Date of test: 09/12/2020
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: 116.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.304
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/25/2020