Test 2021-04-12-17-9 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 214852
DEA: 09380904
EFIS: 0919000059
DIST-CO-RTE-PM09-INY,MNO-178,6-42.9/48.6,26.5/32.3
Work DescriptionPLACE HMA OVER EXISTING ASPHALT CONCRETE PAVEMENT.
Location DescriptionINYO AND MONO COUNTIES ON ROUTE 178 FROM ROUTE 127 TO 5.7 MILES EAST OF ROUTE 127 AND ON ROUTE 6 FROM 0.8 MILE NORTH OF ROUTE 120 TO THE NEVADA STATE LINE
Sample Information
Sample Taken Date4/12/2021 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 testing4/12/2021
Sample typeQuality Control A brief description of the sampleAsphalt Binder Sample
The quantity of what the sample constitutes200tons From where was the sample collectedSupplier
First name of sampler or witnessed byDan Last name of sampler or witnessed byVirkler
Title of sampler Laboratory sample identificationZ3227035
The fabricator/manufacturer/facility nameErgon Las Vegas Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 70-10
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierErgon Asphalt & Emulsions Incorporated - Las Vegas NV MultigradeNot set
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-04-12-17
DIME Test ID: 2021-04-12-17-9
Testing Lab: Ergon Asphalt & Emulsions
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: 2021-04-14
Test Results

Input Type: Calculated
Tester's full name: Dan Virkler
Date of test: 04/13/2021
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: 83.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.392
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/14/2021