Test 2021-07-15-16-5 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 215579
DEA: 061A9504
EFIS: 0620000144
DIST-CO-RTE-PM06-KER-46;65,65-51.2/57.8;0.8/6.9
Work DescriptionCOLD PLANE PAVEMENT AND PLACE RHMA (GAP GRADED).
Location DescriptionKERN COUNTY ON ROUTE 46 FROM NORTH JUNCTION ROUTE 43 TO ROUTE 46/99 SEPARATION AND ON ROUTE 65 FROM 0.1 MILE NORTH OF 7TH STANDARD ROAD TO 0.1 MILE NORTH OF MERCED AVENUE.
Sample Information
Sample Taken Date7/15/2021 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 testing7/19/2021
Sample typeAcceptance A brief description of the samplebinder
The quantity of what the sample constitutes2 cans From where was the sample collectedSource
First name of sampler or witnessed bygranite Last name of sampler or witnessed bygranite
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameSan Joaquin Refinery Transportation Laboratory (TL) Number751549
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 number2186210710
Sublot number Tank number32001
Time of sample HMA Supplier
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-07-15-16
DIME Test ID: 2021-07-15-16-5
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: 2021-07-28
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 07/26/2021
Minimum test bath temperature at 240 s: -6.1 C
Maximum test bath temperature at 240 s: -6.0 C
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: 994.0 mN
Beam deflection 60.0 s: 0.374 µm
Measured Stiffness Modulus 60.0 s: 214.000 mPa
Estimated Stiffness Modulus 60.0 s: 214.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.390
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 07/28/2021