Test 2021-08-08-8-5 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 215075
DEA: 060Q9104
EFIS: 0614000005
DIST-CO-RTE-PM06-TUL-99-19.2/19.8
Work DescriptionBRIDGE DECK AND OUTSIDE GIRDER REPLACEMENT.
Location DescriptionTULARE COUNTY NEAR TIPTON FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF AVENUE 152 OVERCROSSING
Sample Information
Sample Taken Date8/8/2021 Sample Unique Key8
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 testing8/17/2021
Sample typeAcceptance A brief description of the samplePG64-10
The quantity of what the sample constitutes1 of 1 cans From where was the sample collectedManufacturer
First name of sampler or witnessed byB Last name of sampler or witnessed byLathan
Title of samplerLab tech Laboratory sample identification
The fabricator/manufacturer/facility nameSan Joaquin Refinery Transportation Laboratory (TL) Numberc056253
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot number1
Sublot number1 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: 2021-08-08-8
DIME Test ID: 2021-08-08-8-5
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: 2021-08-30
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 08/24/2021
Minimum test bath temperature at 240 s: 0.0 C
Maximum test bath temperature at 240 s: 0.0 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: 985.0 mN
Beam deflection 60.0 s: 0.549 µm
Measured Stiffness Modulus 60.0 s: 145.000 mPa
Estimated Stiffness Modulus 60.0 s: 145.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.455
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 08/30/2021