Summary for Test 2026-07-23-92-8

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 Date07/23/2026 Sample Unique Key92
Date that the sample was received by the laboratory/organization performing the testing05/25/2026 Sample typeQuality Control
A brief description of the sampleAsphalt Binder Sample The quantity of what the sample constitutes4 qts
From where was the sample collectedSupplier First name of sampler or witnessed byTomas
Last name of sampler or witnessed byReneau Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID2026-04-24-75 The fabricator/manufacturer/facility nameWestern Emulsion White City
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 58-22
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierWestern Emulsions - White City Emulsion Plant - White City OR MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA Type HMA Supplier Mix ID Number

Test Details

DIME Sample ID: 2026-07-23-92
DIME Test ID: 2026-07-23-92-8
Testing Lab: Western Emulsions, Incorporated - White City Emulsion
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: 2026-09-02

Test Results


Input Type: Calculated
Tester's full name: Elena Hubert
Date of test: 07/24/2026
Time test started: no data
Flags issued by software during test: no data
Correlation coefficient (R²): no data
Regression coefficient a: no data
Regression coefficient b: no data
Regression coefficient c: no data
Load at time 0.0: no data
Deflection at time 0.0 s: no data
Load at time 0.5 s: no data
Deflection at time 0.5 s: no data
Load at 60.0 s: no data
Beam deflection 60.0 s: no data
Measured Stiffness Modulus 60.0 s: no data
Estimated Stiffness Modulus 60.0 s: 95.300 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.346
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/2/2026