Summary for Test 2024-10-02-131-9

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 Date10/02/2024 Sample Unique Key131
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 testing12/02/2024
Sample typeVerification A brief description of the sampleTank 101
The quantity of what the sample constitutes1 of 2, split sample From where was the sample collectedManufacturer
First name of sampler or witnessed byLuis Last name of sampler or witnessed byTorres
Title of sampler Telephone number of sampler
Laboratory sample identification241002-6416-01 Linked DIME Sample ID2024-10-02-127
The fabricator/manufacturer/facility nameMojave, CA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number101
Time of sample10:00 AM HMA Supplier
Certified Asphalt SupplierWestern Emulsions Incorporated - Mojave CA MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-10-02-131
DIME Test ID: 2024-10-02-131-9
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
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: 2025-01-27

Test Results


Input Type: Calculated
Tester's full name: Glenn Bradley
Date of test: 01/27/2025
Time test started: 12:00:00 HH:MM:SS
Flags issued by software during test: 0
Correlation coefficient (R²): 0
Regression coefficient a: 0
Regression coefficient b: 0
Regression coefficient c: 0
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: 146.000 MPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.381
General comments (publicly viewable) (Max 1000 characters): BBR

Test was verified on 1/27/2025