Test 2021-03-16-10-5 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 215167
DEA: 100X5204
EFIS: 1013000002
DIST-CO-RTE-PM10-MER-165-8.6/9.8
Work DescriptionUPGRADE CURB RAMPS, DRAINAGE, AND LIGHTING.
Location DescriptionMERCED COUNTY IN LOS BANOS FROM 0.2 MILE SOUTH OF ROUTE 152 TO SANTA CRUZ WAY
Sample Information
Sample Taken Date3/16/2021 Sample Unique Key10
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 testing4/2/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 out of 2 From where was the sample collectedJob Site
First name of sampler or witnessed byNot Last name of sampler or witnessed by provided
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameTBD Transportation Laboratory (TL) Numberc034784
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierGeorge Reed Munn & Perkins
Asphalt Binder SupplierMarathon Petroleum Co. LP - Bakersfield CA MultigradeNot set
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-03-16-10
DIME Test ID: 2021-03-16-10-5
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: 2021-04-07
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 04/07/2021
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: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 82.000 mPa
Estimated Stiffness Modulus 60.0 s: 82.100 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.414
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specs

Test was verified on 04/07/2021