Test 2021-07-08-40-5 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 214426
DEA: 030A5704
EFIS: 0300020593
DIST-CO-RTE-PM03-YUB-20-13.3/R18.2
Work DescriptionBrowns Valley Rehab: CONSTRUCT BRIDGE, REALIGN CURVE, WIDEN SHOULDERS AND CULVERT WORK.
Location DescriptionYUBA COUNTY FROM MARYSVILLE ROAD TO THE YUBA RIVER BRIDGE
Sample Information
Sample Taken Date7/8/2021 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 testing7/26/2021
Sample typeAcceptance A brief description of the samplePG 64-16 Marathon
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byTeichert Personnel (SAMPLER) Last name of sampler or witnessed by-
Title of samplerUnknown Laboratory sample identification
The fabricator/manufacturer/facility nameTeichert - Hallwood Plant Transportation Laboratory (TL) Number930972
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 number6
Sublot number1 Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-07-08-40
DIME Test ID: 2021-07-08-40-5
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: 2021-08-11
Test Results

Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 08/04/2021
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: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 86.300 mPa
Estimated Stiffness Modulus 60.0 s: 86.500 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.395
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 08/11/2021