Test 2020-07-19-8-6 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 214628
DEA: 031G6604
EFIS: 0319000116
DIST-CO-RTE-PM03-BUT-162-12.6/15.6
Work DescriptionCOLD IN-PLACE RECYCLING, RHMA-G OVERLAY, AND COLD PLANE AC PAVEMENT.
Location DescriptionBUTTE COUNTY IN AND NEAR OROVILLE FROM 0.8 MILE EAST OF WILBUR ROAD TO FEATHER RIVER BRIDGE
Sample Information
Sample Taken Date7/19/2020 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 testing7/28/2020
Sample typeAcceptance A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes2 cans, #7 TEST (723260) From where was the sample collectedSource
First name of sampler or witnessed byAragon Last name of sampler or witnessed byAragon
Title of samplerQC Laboratory sample identification
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) Number723260
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 number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2020-07-19-8
DIME Test ID: 2020-07-19-8-6
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: 2020-09-15
Test Results

Input Type: Measured
Tester's full name: Sunday Agude
Date of test: 08/07/2020
Minimum test bath temperature at 240 s: -0.1 C
Maximum test bath temperature at 240 s: -0.1 C
Time of test load application: 11:56:32 HH:MM:SS
File name of test data: 20082793
Time beam in bath: 60
Time test started: 11:58:32 HH:MM:SS
Flags issued by software during test: N/A
Correlation coefficient (R²): 0.999975
Regression coefficient a: 2.1700
Regression coefficient b: -0.2910
Regression coefficient c: -0.0477
Load at time 0.0: 36.0 mN
Deflection at time 0.0 s: 0.000 µm
Load at time 0.5 s: 967.0 mN
Deflection at time 0.5 s: 0.405 µm
Load at 60.0 s: 1001.0 mN
Beam deflection 60.0 s: 2.566 µm
Measured Stiffness Modulus 60.0 s: 31.500 mPa
Estimated Stiffness Modulus 60.0 s: 31.400 mPa
Difference between stiffness moduli 60.0 s: -0.32 %
Estimated m-value 60.0 s: 0.461
General comments (publicly viewable) (Max 250 characters):

Test was verified on 09/15/2020