Test 2020-12-10-17-6 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 209520
DEA: 06470904
EFIS: 0600000973
COOP: 061529
DIST-CO-RTE-PM06-MAD-99-R7.5/15.1
Work DescriptionWIDEN FREEWAY FROM 4 LANES TO 6 LANES.
Location DescriptionMADERA COUNTY IN AND NEAR MADERA FROM AVENUE 12 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 17 OVERCROSSING
Sample Information
Sample Taken Date12/10/2020 Sample Unique Key17
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 testing12/18/2020
Sample typeAcceptance A brief description of the sampleAsphalt Binder used for HMA
The quantity of what the sample constitutes1 of 1 From where was the sample collectedOther
First name of sampler or witnessed byNot Last name of sampler or witnessed byProvided
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameVulcan Madera Plant Transportation Laboratory (TL) Numberc056312
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number
Sublot number Tank number9001
Time of sample HMA SupplierNot set
Asphalt Binder SupplierNot set MultigradeNot set
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2020-12-10-17
DIME Test ID: 2020-12-10-17-6
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: 2021-01-04
Test Results

Input Type: Measured
Tester's full name: Harish Thaur
Date of test: 12/30/2020
Minimum test bath temperature at 240 s: 0.0 C
Maximum test bath temperature at 240 s: 0.1 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: 243.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.364
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 01/04/2021