Test 2021-07-16-45-11 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 215350
DEA: 081E0604
EFIS: 0813000140
DIST-CO-RTE-PM08-SBD-18-97.0/99.5
Work DescriptionWIDEN ROADWAY WITH HMA, MINOR CONCRETE & MODIFY SIGNAL & LIGHTING.
Location DescriptionSAN BERNARDINO COUNTY IN VICTORVILLE FROM AMARGOSA ROAD TO COBALT ROAD
Sample Information
Sample Taken Date7/16/2021 Sample Unique Key45
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 testing7/19/2021
Sample typeVerification A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 Quart Can From where was the sample collectedManufacturer
First name of sampler or witnessed byAlex Last name of sampler or witnessed byN/A
Title of samplerQC Laboratory sample identification0413A-21
The fabricator/manufacturer/facility nameBlue Diamond-Victorville Transportation Laboratory (TL) Number
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 Supplier
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type JMF Verification ID
Test Details
DIME Sample ID: 2021-07-16-45
DIME Test ID: 2021-07-16-45-11
Testing Lab: CT - Southern Regional 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: 2021-08-26
Test Results

Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 08/26/2021
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: 130.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.339
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/26/2021