Test 2021-08-05-23-9 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 214921
DEA: 09367404
EFIS: 0916000025
DIST-CO-RTE-PM09-KER-14-R4.7/R12.6
Work DescriptionCONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA.
Location DescriptionKERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING
Sample Information
Sample Taken Date8/5/2021 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 testing8/6/2021
Sample typeVerification A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 Quart Can From where was the sample collectedSupplier
First name of sampler or witnessed byEric Last name of sampler or witnessed bywheeler
Title of sampler Laboratory sample identification0447-21
The fabricator/manufacturer/facility nameGranite-Big Rock 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 SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type JMF Verification ID
Test Details
DIME Sample ID: 2021-08-05-23
DIME Test ID: 2021-08-05-23-9
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: 2021-09-08
Test Results

Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 09/07/2021
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: 74.400 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.305
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/08/2021