Test 2021-08-24-33-5 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 215530
DEA: 051N1704
EFIS: 0520000136
DIST-CO-RTE-PM05-SB-135-1.0/R7.2
Work DescriptionConstruct pavement using partial depth recycling and pave with RHMA
Location DescriptionCONSTRUCTION ON STATE HIGHWAY IN SANTA BARBARA COUNTY NEAR LOS ALAMOS FROM 0.3 MILE NORTH OF DEN STREET TO SAN ANTONIO CREEK BRIDGE
Sample Information
Sample Taken Date8/24/2021 Sample Unique Key33
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 testing8/31/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder PG 64-10
The quantity of what the sample constitutes2 cans - load 6 From where was the sample collectedJob Site
First name of sampler or witnessed byG Last name of sampler or witnessed byAlvarez
Title of samplerConsultant Laboratory sample identification
The fabricator/manufacturer/facility nameGranite Construction Transportation Laboratory (TL) Number023705 copy
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 number3
Sublot number Tank number
Time of sample HMA SupplierGranite Construction
Asphalt Binder SupplierValero Marketing & Supply - Wilmington CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-08-24-33
DIME Test ID: 2021-08-24-33-5
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: 2021-09-13
Test Results

Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 09/09/2021
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: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 32.500 mPa
Estimated Stiffness Modulus 60.0 s: 32.500 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.465
General comments (publicly viewable) (Max 1000 characters): as per 2018 standard specs

Test was verified on 09/13/2021