Summary for Test 2021-12-20-31-5

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 44444
DEA: ASCP
EFIS: ASCP
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for Asphalt Supplier Certification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date12/20/2021 Sample Unique Key31
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 testing01/24/2022
Sample typeVerification A brief description of the sampleTank 1
The quantity of what the sample constitutes2 of 3 From where was the sample collectedManufacturer
First name of sampler or witnessed byKeven Last name of sampler or witnessed byHeitschmidt
Title of sampler Telephone number of sampler
Laboratory sample identificationPG6416122021T1 Linked DIME Sample ID2021-12-20-20
The fabricator/manufacturer/facility nameChowchilla, CA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number1
Time of sample HMA Supplier
Asphalt Binder SupplierAlbina Asphalt - Chowchilla CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-12-20-31
DIME Test ID: 2021-12-20-31-5
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: 2022-02-02

Test Results


Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 02/01/2022
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: 983.0 mN
Beam deflection 60.0 s: 0.958 µm
Measured Stiffness Modulus 60.0 s: 82.700 mPa
Estimated Stiffness Modulus 60.0 s: 82.600 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.424
General comments (publicly viewable) (Max 1000 characters): BBR per 2018 standard specifications

Test was verified on 2/2/2022