Summary for Test 2020-10-29-21-6

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 215563
Permit Numbers: 10196MC0162
DIST-CO-RTE-PM10---30.828
Award Date03/05/2019
Closeout DateNot set
Work DescriptionTo widen Beckman Road by adding a continuous left turn lane.
Location DescriptionSR 99, Lodi
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date10/29/2020 Sample Unique Key21
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 testing03/09/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder Sample
The quantity of what the sample constitutes1-1 From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePacific Northwest Oil Transportation Laboratory (TL) Number034781
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 number
Sublot number Tank number
Time of sample HMA SupplierKnife River Vernalis
Asphalt Binder SupplierPacific Northwest Oil - Stockton CA MultigradeNot set
Multigrade TypeNot set HMA Design ID

Test Details

DIME Sample ID: 2020-10-29-21
DIME Test ID: 2020-10-29-21-6
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: 2021-03-12

Test Results


Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 03/12/2021
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: 267.000 mPa
Estimated Stiffness Modulus 60.0 s: 266.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.453
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 3/12/2021