Summary for Test 2025-03-19-21-9

Test performed: AASHTO T313-22

Project Information

Project IdentifiersProject ID: 2328
DEA: 04444444
DIST-CO-RTE-PM04-ALA--
Award DateNot set
Closeout DateNot set
Work DescriptionGeneral work
Location DescriptionNot set
QA Service Level1 (Verified on 09/20/2005)

Sample Information

Sample Taken Date03/19/2025 Sample Unique Key21
Date that the sample was received by the laboratory/organization performing the testing03/19/2025 Sample typeQuality Control
A brief description of the sampleAsphalt Binder Sample The quantity of what the sample constitutes40 tons
From where was the sample collectedSource First name of sampler or witnessed byDaniel
Last name of sampler or witnessed byVirkler Title of sampler
Telephone number of sampler7024459013 Laboratory sample identificationZ32210645
Linked DIME Sample ID The fabricator/manufacturer/facility nameErgon Asphalt and Emulsions
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 64-28 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierErgon Asphalt & Emulsions Incorporated - Las Vegas NV MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2025-03-19-21
DIME Test ID: 2025-03-19-21-9
Testing Lab: Ergon Asphalt & Emulsions
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: 2025-03-24

Test Results


Input Type: Calculated
Tester's full name: Dan Virkler
Date of test: 03/20/2025
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: 178.000 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.327
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/24/2025 ✔