Summary for Test 2026-06-08-14-7

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 Date06/08/2026 Sample Unique Key14
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 testing06/08/2026
Sample typeQuality Control A brief description of the sampleAsphalt Binder Sample
The quantity of what the sample constitutes1 qt can From where was the sample collectedSupplier
First name of sampler or witnessed byBrent Last name of sampler or witnessed bySkovly
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePNAC LLC, Marathon Petroleum 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
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierParamount Nevada Asphalt(PNAC) LLC - Fernley NV MultigradeYes
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2026-06-08-14
DIME Test ID: 2026-06-08-14-7
Testing Lab: PNAC LLC
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: 2026-06-11

Test Results


Input Type: Calculated
Tester's full name: Brent Skovly
Date of test: 06/08/2026
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: 0.332 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.184
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/11/2026