Test 2021-08-11-26-5 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 215627
DEA: 032G2004
EFIS: 0321000024
DIST-CO-RTE-PM03-YOL-128-0.0/9.8
Work DescriptionPLACE RHMA AND REPLACE ASPHALT CONCRETE.
Location DescriptionYOLO COUNTY IN AND NEAR WINTERS FROM PUTAH CREEK BRIDGE TO ROUTE 128/505 SEPARATION
Sample Information
Sample Taken Date8/11/2021 Sample Unique Key26
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing8/27/2021
Sample typeAcceptance A brief description of the sampleTEST 8/11, NO TEST 8/18
The quantity of what the sample constitutes3 cans From where was the sample collectedSource
First name of sampler or witnessed byMaxamud Last name of sampler or witnessed byAbDulle
Title of samplerTE Laboratory sample identification
The fabricator/manufacturer/facility nameMarathon Transportation Laboratory (TL) Number042879
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number1
Sublot number1 Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-08-11-26
DIME Test ID: 2021-08-11-26-5
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: 2021-09-13
Test Results

Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 09/08/2021
Minimum test bath temperature at 240 s: -6.1 C
Maximum test bath temperature at 240 s: -6.0 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: 87.500 mPa
Estimated Stiffness Modulus 60.0 s: 87.400 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.406
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 09/13/2021