Summary for Test 2026-03-20-46-8

Test performed: AASHTO T313-22

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date03/20/2026 Sample Unique Key46
Date that the sample was received by the laboratory/organization performing the testing04/01/2026 Sample typeVerification
A brief description of the sampleJMF Verification The quantity of what the sample constitutes1can
From where was the sample collectedSource First name of sampler or witnessed byD.PUIG
Last name of sampler or witnessed byD.PUIG Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameMatich-Lytle Creek
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
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Wilmington Refinery - Wilmington CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2026-03-20-46
DIME Test ID: 2026-03-20-46-8
Testing Lab: CT D08 - Fontana Southern Regional 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: 2026-06-01

Test Results


Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 06/01/2026
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: 154.379 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.345
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/1/2026