Test 2021-03-04-17-6 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 213700
DEA: 020H9004
EFIS: 0215000077
DIST-CO-RTE-PM02-BUT-70-41.9/42.3
Work DescriptionREMOVE CULVERTS AND CONSTRUCT BRIDGE
Location DescriptionBUTTE COUNTY NEAR PULGA FROM 2.5 MILES WEST OF PENSTOCK UNDERCROSSING TO 2.1 MILES WEST OF PENSTOCK UNDERCROSSING
Sample Information
Sample Taken Date3/4/2021 Sample Unique Key17
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 testing3/22/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder Modified
The quantity of what the sample constitutes2 of 2 cans From where was the sample collectedJob Site
First name of sampler or witnessed byMonte Last name of sampler or witnessed bySpencer
Title of samplerTET Laboratory sample identification
The fabricator/manufacturer/facility nameMarathan Transportation Laboratory (TL) Number896989
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierMarathon Petroleum Co. LP - Bakersfield CA MultigradeNot set
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-03-04-17
DIME Test ID: 2021-03-04-17-6
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: 2021-03-26
Test Results

Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 03/25/2021
Minimum test bath temperature at 240 s: -18.0 C
Maximum test bath temperature at 240 s: -17.9 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: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 83.900 mPa
Estimated Stiffness Modulus 60.0 s: 83.800 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.326
General comments (publicly viewable) (Max 1000 characters): as per 2018 standard specs

Test was verified on 03/26/2021