Summary for Test 2023-02-09-58-9

Test performed: AASHTO T313-22

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 Date02/09/2023 Sample Unique Key58
Date that the sample was received by the laboratory/organization performing the testing02/09/2023 Sample typeQuality Control
A brief description of the sampleTank 2B The quantity of what the sample constitutes1 of 1
From where was the sample collectedManufacturer First name of sampler or witnessed bySeverino
Last name of sampler or witnessed byGorospe Title of samplerNot set
Telephone number of samplerNot set Laboratory sample identification1230201965
Linked DIME Sample IDNot set The fabricator/manufacturer/facility nameBenicia, CA
Transportation Laboratory (TL) NumberNot set Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNot set Lot numberNot set
Sublot numberNot set Tank numberNot set
Time of sampleNot set HMA SupplierNot set
Certified Asphalt SupplierValero Benicia Refinery MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2023-02-09-58
DIME Test ID: 2023-02-09-58-9
Testing Lab: Valero Benicia Refinery
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2023-03-15

Test Results


Input Type: Calculated
Tester's full name: Naser, A.
Date of test: 03/15/2023
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: no data
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.382
General comments (publicly viewable) (Max 1000 characters): Submitted from ASCP bulk upload.

Test was verified on 3/15/2023