Test 2021-05-10-24-5 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 215183
DEA: 101C1704
EFIS: 1014000144
DIST-CO-RTE-PM10-MER-99-R12.7/17.8
Work DescriptionRECONSTRUCT ROADWAY WITH ROADWAY EXCAVATION, PLACE HMA AND CRCP.
Location DescriptionMERCED COUNTY IN MERCED FROM 0.2 MILE SOUTH OF CHILDS AVENUE OVERCROSSING TO 0.2 MILE SOUTH OF FRANKLIN ROAD OVERCROSSING.
Sample Information
Sample Taken Date5/10/2021 Sample Unique Key24
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 testing5/21/2021
Sample typeAcceptance A brief description of the samplePG64-10
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byJ Last name of sampler or witnessed byKort
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameTeichert - Santa Fe Winton Transportation Laboratory (TL) Numberc034719
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 number1
Sublot number1 Tank number
Time of sample HMA SupplierTeichert - Santa Fe Winton
Asphalt Binder SupplierPacific Northwest Oil - Stockton CA MultigradeNo
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-05-10-24
DIME Test ID: 2021-05-10-24-5
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: 2021-05-27
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 05/27/2021
Minimum test bath temperature at 240 s: 0.0 C
Maximum test bath temperature at 240 s: 0.0 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: 2.013 µm
Measured Stiffness Modulus 60.0 s: 39.900 mPa
Estimated Stiffness Modulus 60.0 s: 39.900 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.464
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 05/27/2021