Test 2021-08-04-33-5 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 215656
DEA: 032G0604
EFIS: 0320000192
DIST-CO-RTE-PM03-SAC-5736-
Work DescriptionREMOVE AND REPLACE CL2 AGGREGATE BASE AND HMA (TYPE A).
Location DescriptionSACRAMENTO COUNTY IN SACRAMENTO AT THE NORTHGATE MAINTENANCE STATION AT 3940 ROSIN COURT
Sample Information
Sample Taken Date8/4/2021 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 testing8/26/2021
Sample typeAcceptance A brief description of the samplebinder #1 test
The quantity of what the sample constitutes2 cans From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameVSS Emultech Transportation Laboratory (TL) Number803878
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierVSS Emultech - West Sacramento CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-08-04-33
DIME Test ID: 2021-08-04-33-5
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: 2021-09-02
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 08/31/2021
Minimum test bath temperature at 240 s: -6.1 C
Maximum test bath temperature at 240 s: -5.9 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: 967.0 mN
Beam deflection 60.0 s: 0.112 µm
Measured Stiffness Modulus 60.0 s: 70.100 mPa
Estimated Stiffness Modulus 60.0 s: 70.300 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.435
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 09/02/2021