Test 2021-09-27-40-4 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 215713
DEA: 060X3104
EFIS: 0618000052
DIST-CO-RTE-PM06-FRE-145-20.3/26.1
Work DescriptionRESURFACE WITH HMA(TYPE A) AND RHMA-G.
Location DescriptionFRESNO COUNTY NEAR KERMAN FROM KAMM AVENUE TO MANNING AVENUE
Sample Information
Sample Taken Date9/27/2021 Sample Unique Key40
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 testing10/1/2021
Sample typeAcceptance A brief description of the sample64-16
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byMatt Last name of sampler or witnessed byGranite Tech
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameGranite Coalinga Transportation Laboratory (TL) Numberc040596
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 number2 Tank number
Time of sample HMA SupplierGranite Coalinga
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-09-27-40
DIME Test ID: 2021-09-27-40-4
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: 2021-10-11
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 10/06/2021
Minimum test bath temperature at 240 s: -6.0 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: 966.0 mN
Beam deflection 60.0 s: 0.453 µm
Measured Stiffness Modulus 60.0 s: 172.000 mPa
Estimated Stiffness Modulus 60.0 s: 172.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.409
General comments (publicly viewable) (Max 1000 characters): BBR per 2018standard specifications

Test was verified on 10/11/2021