Test 2021-07-07-27-5 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 215191
DEA: 010F6804
EFIS: 0116000044
DIST-CO-RTE-PM01-HUM-299-38.9/39.5
Work DescriptionPLACE HMA-A & RHMA-G, & CONSTRUCT MECHANICALLY STABILIZED EMBANKMENT.
Location DescriptionHUMBOLDT COUNTY AT WILLOW CREEK FROM 0.1 MILE WEST OF WILLOW WAY TO PANTHER ROAD
Sample Information
Sample Taken Date7/7/2021 Sample Unique Key27
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 testing8/4/2021
Sample typeAcceptance A brief description of the samplebinder
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byD Last name of sampler or witnessed byOwens
Title of samplerPEI Laboratory sample identification
The fabricator/manufacturer/facility nameValero Benicia Transportation Laboratory (TL) Number00000
Inspector Lot Number from the Transportation Laboratory (TL) Form 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 SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-07-07-27
DIME Test ID: 2021-07-07-27-5
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: Ruben Macias
Date of test: 08/09/2021
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: 996.0 mN
Beam deflection 60.0 s: 1.009 µm
Measured Stiffness Modulus 60.0 s: 79.600 mPa
Estimated Stiffness Modulus 60.0 s: 79.600 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.315
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 08/11/2021