Test 2021-07-16-59-7 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 215536
DEA: 09383504
EFIS: 0920000044
DIST-CO-RTE-PM09-MNO-395-R40.1/R44.8
Work DescriptionPLACE HMA OVER EXISTING PAVEMENT.
Location DescriptionMONO COUNTY ABOUT 7 MILES SOUTH OF LEE VINING FROM 0.2 MILE SOUTH OF ROUTE 158 TO 0.6 MILE NORTH OF LA AQUEDUCT BRIDGE
Sample Information
Sample Taken Date7/16/2021 Sample Unique Key59
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 testing8/13/2021
Sample typeAcceptance A brief description of the samplePG58-34M
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed by_ Last name of sampler or witnessed by_
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameGranite Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Formc661379 Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierPNAC LLC - Fernley NV MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-07-16-59
DIME Test ID: 2021-07-16-59-7
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: 2021-08-26
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 08/17/2021
Minimum test bath temperature at 240 s: -24.0 C
Maximum test bath temperature at 240 s: -23.9 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: 977.0 mN
Beam deflection 60.0 s: 0.407 µm
Measured Stiffness Modulus 60.0 s: 194.000 mPa
Estimated Stiffness Modulus 60.0 s: 193.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.330
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 08/26/2021